U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Datums Page Page 1 of 5 Station ID: 8664782 PUBLICATION DATE: 03/09/2004 Name: HORLBECK CREEK, WANDO RIVER SC NOAA Chart: 11524 Latitude: 32° 53.1' N ( 32.88500) USGS Quad: CAINHOY Longitude: 79° 50.7' W ( -79.84500) To reach the tidal bench marks from the boat launching ramp at the north end of the State Highway 41 bridge over Wando River, proceed downriver by boat for about 5 km (3 statute mi) to the north side of a long narrow slough on the east bank of the river (approximately 0.8 km (0.5 mi) north of Horlbeck Creek). The bench marks are along the river bank on the north side of the slough. The tide gage and staff were on the front range signal structure NW of the slough's mouth. T I D A L B E N C H M A R K S PRIMARY BENCH MARK STAMPING: BECK 1928 DESIGNATION: BECK MONUMENTATION: Triangulation Station disk VM#: 4095 AGENCY: US Coast & Geodetic Survey (USC&GS) IDB PID#: CJ0801 SETTING CLASSIFICATION: Clay pipe OPUS PID: LATITUDE: 32° 53.1' N ( 32.88500) LONGITUDE: 79° 50.6' W ( -79.84330) The primary bench mark is a disk set in the top of a 12-inch diameter terra-cotta pipe filled with concrete, 91 m (300 ft) east of a red coast guard range mark #26, 6.71 m (22.0 ft) SW of a pine tree with witness sign at the river bank, and 0.24 m (0.8 ft) above the ground.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 2 of 5 Station ID: 8664782 PUBLICATION DATE: 03/09/2004 Name: HORLBECK CREEK, WANDO RIVER SC NOAA Chart: 11524 Latitude: 32° 53.1' N ( 32.88500) USGS Quad: CAINHOY Longitude: 79° 50.7' W ( -79.84500) T I D A L B E N C H M A R K S BENCH MARK STAMPING: 1 1928 DESIGNATION: 866 4782 TIDAL 1 MONUMENTATION: Reference Mark disk VM#: 4096 AGENCY: US Coast & Geodetic Survey (USC&GS) IDB PID#: CJ1072 SETTING CLASSIFICATION: Clay pipe OPUS PID: LATITUDE: 32° 53.1' N ( 32.88500) LONGITUDE: 79° 50.7' W ( -79.84500) The bench mark is a disk set in the top of a 12-inch diameter terra-cotta pipe filled with concrete, 7.01 m (23.0 ft) NNW of a triangular blaze on the most westerly of twin oak trees at the slough bank, 6.10 m (20.0 ft) ENE of a pine tree with witness sign at the river bank, and 0.21 m (0.7 ft) above ground level. BENCH MARK STAMPING: 2 1928 DESIGNATION: 866 4782 TIDAL 2 MONUMENTATION: Reference Mark disk VM#: 4097 AGENCY: US Coast & Geodetic Survey (USC&GS) IDB PID#: CJ1073 SETTING CLASSIFICATION: Clay pipe OPUS PID: LATITUDE: 32° 53.1' N ( 32.88500) LONGITUDE: 79° 50.7' W ( -79.84500) The bench mark is a disk set in the top of a 12-inch diameter terra-cotta pipe filled with concrete, 6.55 m (21.5 ft) ENE of a triangular blaze on the most westerly of twin oak trees at the slough bank, 1.37 m (4.5 ft) NNE of the upper edge of the bank forming the north edge of the slough, and 15 cm (0.5 ft) above the ground.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 3 of 5 Station ID: 8664782 PUBLICATION DATE: 03/09/2004 Name: HORLBECK CREEK, WANDO RIVER SC NOAA Chart: 11524 Latitude: 32° 53.1' N ( 32.88500) USGS Quad: CAINHOY Longitude: 79° 50.7' W ( -79.84500) T I D A L B E N C H M A R K S BENCH MARK STAMPING: NO 3 1973 DESIGNATION: 866 4782 TIDAL 3 MONUMENTATION: Tidal Station disk VM#: 4098 AGENCY: US Coast & Geodetic Survey (USC&GS) IDB PID#: SETTING CLASSIFICATION: Concrete monument OPUS PID: LATITUDE: 32° 53.1' N ( 32.88500) LONGITUDE: 79° 50.7' W ( -79.84500) The bench mark is a disk set in the top of a concrete monument, 8 m (27 ft) SE of the approximate shore line, 5.79 m (19.0 ft) east of bench mark 1 1928, 5.39 m (17.7 ft) north of bench mark 2 1928, and 0.43 m (1.4 ft) above the ground. BENCH MARK STAMPING: NO 4 1973 DESIGNATION: 866 4782 TIDAL 4 MONUMENTATION: Tidal Station disk VM#: 4099 AGENCY: US Coast & Geodetic Survey (USC&GS) IDB PID#: SETTING CLASSIFICATION: Concrete monument OPUS PID: LATITUDE: 32° 53.1' N ( 32.88500) LONGITUDE: 79° 50.7' W ( -79.84500) The bench mark is a disk set in the top of a concrete monument at the edge of the high ground, 16 m (52 ft) NE of bench mark 1 1928, 15 m (50 ft) NE of bench mark BECK 1928, and 0.37 m (1.2 ft) above the ground.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 4 of 5 Station ID: 8664782 PUBLICATION DATE: 03/09/2004 Name: HORLBECK CREEK, WANDO RIVER SC NOAA Chart: 11524 Latitude: 32° 53.1' N ( 32.88500) USGS Quad: CAINHOY Longitude: 79° 50.7' W ( -79.84500) T I D A L D A T U M S Tidal datums at HORLBECK CREEK, WANDO RIVER based on: LENGTH OF SERIES: 1 MONTH TIME PERIOD: March 1976 - March 1976 TIDAL EPOCH: 1983-2001 CONTROL TIDE STATION: 8665530 CHARLESTON, COOPER RIVER ENTRANCE Elevations of tidal datums referred to Mean Lower Low Water (MLLW), in METERS: MEAN HIGHER HIGH WATER MHHW = 1.902 MEAN HIGH WATER MHW = 1.801 MEAN SEA LEVEL MSL = 0.970 MEAN TIDE LEVEL MTL = 0.932 MEAN LOW WATER MLW = 0.063 MEAN LOWER LOW WATER MLLW = 0.000 North American Vertical Datum (NAVD88) Bench Mark Elevation Information In METERS above: Stamping or Designation MLLW MHW BECK 1928 2.140 0.339 1 1928 2.831 1.030 2 1928 2.895 1.094 NO 3 1973 3.358 1.557 NO 4 1973 2.762 0.961
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 5 of 5 Station ID: 8664782 PUBLICATION DATE: 03/09/2004 Name: HORLBECK CREEK, WANDO RIVER SC NOAA Chart: 11524 Latitude: 32° 53.1' N ( 32.88500) USGS Quad: CAINHOY Longitude: 79° 50.7' W ( -79.84500) D E F I N I T I O N S Mean Sea Level (MSL) is a tidal datum determined over a 19-year National Tidal Datum Epoch. It pertains to local mean sea level and should not be confused with the fixed datums of North American Vertical Datum of 1988 (NAVD88). NAVD88 is a fixed datum derived from a simultaneous, least squares, minimum constraint adjustment of Canadian/Mexican/United States leveling observations. Local mean sea level observed at Father Point/Rimouski, Canada was held fixed as the single initial constraint. NAVD88 replaces NGVD29 as the national standard geodetic reference for heights. Bench mark elevations relative to NAVD88 are available from NGS through the World Wide Web at National Geodetic Survey. NGVD29 is a fixed datum adopted as a national standard geodetic reference for heights but is now considered superseded. NGVD29 is sometimes referred to as Sea Level Datum of 1929 or as Mean Sea Level on some early issues of Geological Survey Topographic Quads. NGVD29 was originally derived from a general adjustment of the first-order leveling networks of the U.S. and Canada after holding mean sea level observed at 26 long term tide stations as fixed. Numerous local and wide-spread adjustments have been made since establishment in 1929. Bench mark elevations relative to NGVD29 are available from the National Geodetic Survey (NGS) data base via the World Wide Web at National Geodetic Survey. NAVD88 and NGVD29 are fixed geodetic datums whose elevation relationships to local MSL and other tidal datums may not be consistent from one location to another. The Vertical Mark Number (VM#) and PID# shown on the bench mark sheet are unique identifiers for bench marks in the tidal and geodetic databases, respectively. Each bench mark in either database has a single, unique VM# and/or PID# assigned. Where both VM# and PID# are indicated, both tidal and geodetic elevations are available for the bench mark listed. The NGS's Integrated Data Base (IDB PID) provides geodetic datum based on traditionally leveled and bluebooked ties to the National Spatial Reference System(NSRS) https://www.ngs.noaa.gov/datasheets/. The NGS Online Positioning User Service (OPUS PID) provides geodetic datum based on GPS position & tie it to the NSRS https://www.ngs.noaa.gov/OPUS/. The NAVD88 elevation is shown on the Elevations of Tidal Datums Table Referred to MLLW only when two or more of the bench marks listed have NAVD88 elevations. The NAVD88 elevation relationship shown in the table is derived from an average of several bench mark elevations relative to tide station datum. As a result of this averaging, NAVD88 bench mark elevations computed indirectly from the tidal datums elevation table may differ slightly from NAVD88 elevations listed for each bench mark in the NGS database.