U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Datums Page Page 1 of 7 PUBLICATION DATE: 03/19/1987 Station ID: 8729108 SUPERCEDED DATE: 04/21/2003 Name: PANAMA CITY, ST. ANDREW BAY FLORIDA NOAA Chart: 11391 Latitude: 30° 9.1' N USGS Quad: PANAMA CITY Longitude: 85° 40.0' W To reach the tidal bench marks from the intersection of Harrison Avenue and U.S. Highway 98 proceed south along Harrison Avenue and U.S. Highway 98 proceed south along Harrison Avenue 2.0 miles (3.2 km) to the City Marina. The bench marks are along streets between Panama City Marina and Fourth street. The tide gage and staff are located at the end of Harrison Avenue at the NW corner of the pier at Panama City Marina. T I D A L B E N C H M A R K S PRIMARY BENCH MARK STAMPING: L 9108 1977 MONUMENTATION: Survey Disk VM#: 778 AGENCY: PID#: BE3028 SETTING CLASSIFICATION: Copper-clad Steel Rod The bench mark is on the SE side of a park on Harrison Avenue between City Hall and Municipal Auditorium, 149 feet (45 m) WNW of the center column of the auditorium, 54.1 feet (16.5 m) SSW of a flag pole, 16.2 feet (4.9 m) ESE of the westernmost one of two water fountains, and on the NE side of the hedge along the walk to the western foundation. The bench mark is crimped to a copper-clad steel rod driven 47 feet (14 m) to refusal, and encased in a PVC pipe projecting 0.2 foot (0.1 m) above ground level. BENCH MARK STAMPING: 1 1933 20.577 MONUMENTATION: Survey Disk VM#: 779 AGENCY: PID#: BE0756 SETTING CLASSIFICATION: Granite Step The bench mark is set flush in the top of the west end of the bottom step of the main entrance to the Bay Humanities Council building at Fourth Street and Luverne Avenue, 42.5 feet (13.0 m) west of the west curb of Luverne Avenue, 35 feet (11 m) west of power pole with two transformers No. 6333342196, 18.3 feet (5.6 m) north of the north curb of Fourth Street, and 0.5 foot (0.2 m) above the sidewalk.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 2 of 7 PUBLICATION DATE: 03/19/1987 Station ID: 8729108 SUPERCEDED DATE: 04/21/2003 Name: PANAMA CITY, ST. ANDREW BAY FLORIDA NOAA Chart: 11391 Latitude: 30° 9.1' N USGS Quad: PANAMA CITY Longitude: 85° 40.0' W T I D A L B E N C H M A R K S BENCH MARK STAMPING: 3 1933 10.833 MONUMENTATION: Survey Disk VM#: 780 AGENCY: PID#: BE0760 SETTING CLASSIFICATION: Concrete Retaining Wall The bench mark is set flush in the top of the concrete retaining wall on Beach Drive near the SE end of Massalina Bayou Bridge, 0.2 mile (0.3 km) south of the bridge, 200 feet (61 m) NNW of the intersection of Beach Drive and Second Place, 146 feet (45 m) south of the intersection of Beach Drive and Second Court, 80 feet (24 m) south of the north end of the retaining wall, 9.0 feet (2.7 m) west of the west curb, and 0.5 foot (0.2 m) above the sidewalk. BENCH MARK STAMPING: P 42 1934 MONUMENTATION: Survey Disk VM#: 781 AGENCY: PID#: BE0757 SETTING CLASSIFICATION: Concrete Monument The bench mark is set flush in a concrete monument at the north corner of the park at the intersection of Park Street and Third Court, 222 feet (68 m) NE of the centerline of Oak Avenue, 94 feet (29m) ESE of the western corner of radio tower WPAP, 60 feet (18 m) SW of the NE curb of Third Court, 46 feet (14 m) SE of the centerline of Park Street, and 0.2 foot (0.1 m) above ground level.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 3 of 7 PUBLICATION DATE: 03/19/1987 Station ID: 8729108 SUPERCEDED DATE: 04/21/2003 Name: PANAMA CITY, ST. ANDREW BAY FLORIDA NOAA Chart: 11391 Latitude: 30° 9.1' N USGS Quad: PANAMA CITY Longitude: 85° 40.0' W T I D A L B E N C H M A R K S BENCH MARK STAMPING: 4 1973 MONUMENTATION: Survey Disk VM#: 782 AGENCY: PID#: BE1321 SETTING CLASSIFICATION: Concrete Bulkhead The bench mark is set flush in the center of the corner of the 2-foot (1 m) thick bulkhead on the east side of the municipal wharf,103 feet (31 m) ENE of the western face of the concrete bulkhead, 37.5 feet (11.4 m) ESE of the centerline of the north bound lane of Harrison Avenue, 10 feet (3m) SW of a utility pole with a transformer #6316242037, 1.5 feet (0.5 m) west of the west corner of the marina store, and 0.2 foot (0.1 m) above the sidewalk. BENCH MARK STAMPING: J 9108 1977 MONUMENTATION: Survey Disk VM#: 783 AGENCY: PID#: BE3029 SETTING CLASSIFICATION: Concrete Abutment The bench mark is set flush in the center of the concrete abutment of the Panama City Marina on the SW side of the NE end of the pier, 149 feet (45 m) south of the south corner of the tide house, 125.1 feet (38.1) SE of the NW corner of the pier, 99.1 feet (30.2 m) west of boat stall #19, and 97.5 feet (29.7 m) WSW of a utility pole with a transformer #6312642081.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 4 of 7 PUBLICATION DATE: 03/19/1987 Station ID: 8729108 SUPERCEDED DATE: 04/21/2003 Name: PANAMA CITY, ST. ANDREW BAY FLORIDA NOAA Chart: 11391 Latitude: 30° 9.1' N USGS Quad: PANAMA CITY Longitude: 85° 40.0' W T I D A L B E N C H M A R K S BENCH MARK STAMPING: K 9108 1977 MONUMENTATION: Survey Disk VM#: 784 AGENCY: PID#: BE3030 SETTING CLASSIFICATION: Concrete Abutment The bench mark is set flush in a concrete abutment on the NW side of the intersection of Harrison Street and Panama City Marina, 142 feet (43 m) WSW of the centerline of the main entrance of the Four Winds Restaurant, 109 feet (33 m) NE of the SW face of the seawall facing St. Andrews Bay, 13.2 feet (4.0) west of the only fire hydrant in the area, and 8.0 feet (2.4 m) NE of the marina bulkhead junction. BENCH MARK STAMPING: J 290 MONUMENTATION: Survey Disk VM#: 785 AGENCY: PID#: BE0759 SETTING CLASSIFICATION: Concrete Abutment The bench mark is set flush in the top of a 1-foot (0.3 m) thick concrete abutment at the NW end of the East Beach Drive bridge over Massalina Bayou, 166 feet (51 m) west of the west corner of the bridge tenders building, 80 feet (24 m) WSW of a power pole with a transformer No #6333542065, 23 feet (7 m) SW of the centerline of Beach Drive, and 2.5 feet (0.8 m) SW of the NW end of the south handrail.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 5 of 7 PUBLICATION DATE: 03/19/1987 Station ID: 8729108 SUPERCEDED DATE: 04/21/2003 Name: PANAMA CITY, ST. ANDREW BAY FLORIDA NOAA Chart: 11391 Latitude: 30° 9.1' N USGS Quad: PANAMA CITY Longitude: 85° 40.0' W T I D A L B E N C H M A R K S BENCH MARK STAMPING: H 290 MONUMENTATION: Survey Disk VM#: 786 AGENCY: PID#: BE0758 SETTING CLASSIFICATION: Concrete Abutment The bench mark is set in the SE concrete abutment at the SE end of the East Beach Drive bridge over Massalina Bayou, 21.5 feet (6.6 m) of the centerline of East Beach Drive, 4.6 feet (1.4 m) ENE of the centerline of the sidewalk, and 2.7 feet (0.8 m) ENE of the south end of the handrail.
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 6 of 7 PUBLICATION DATE: 03/19/1987 Station ID: 8729108 SUPERCEDED DATE: 04/21/2003 Name: PANAMA CITY, ST. ANDREW BAY FLORIDA NOAA Chart: 11391 Latitude: 30° 9.1' N USGS Quad: PANAMA CITY Longitude: 85° 40.0' W T I D A L D A T U M S Tidal datums at PANAMA CITY, ST. ANDREW BAY based on: LENGTH OF SERIES: 9 YEARS TIME PERIOD: 1974-1976, 1978-1981, 1983-1984 TIDAL EPOCH: 1960-1978 CONTROL TIDE STATION: 8729840 PENSACOLA Elevations of tidal datums referred to Mean Lower Low Water (MLLW), in FEET: HIGHEST OBSERVED WATER LEVEL (09/23/1975) = 5.27 MEAN HIGHER HIGH WATER MHHW = 1.37 MEAN HIGH WATER MHW = 1.29 MEAN TIDE LEVEL MTL = 0.67 * NATIONAL GEODETIC VERTICAL DATUM NGVD29 = 0.21 MEAN LOW WATER MLW = 0.05 MEAN LOWER LOW WATER MLLW = 0.00 LOWEST OBSERVED WATER LEVEL (01/18/1981) = -1.91 * NGVD is based on elevations published in Quad 300853, 12/69and NOS leveling of 1986. North American Vertical Datum (NAVD88) Bench Mark Elevation Information In FEET above: Stamping or Designation MLLW MHW L 9108 1977 9.78 8.49 1 1933 20.577 20.77 19.48 3 1933 10.833 11.06 9.77 P 42 1934 21.24 19.95 4 1973 7.54 6.25 J 9108 1977 7.59 6.30 K 9108 1977 7.59 6.30 J 290 10.23 8.94 H 290 10.48 9.19
U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 7 of 7 PUBLICATION DATE: 03/19/1987 Station ID: 8729108 SUPERCEDED DATE: 04/21/2003 Name: PANAMA CITY, ST. ANDREW BAY FLORIDA NOAA Chart: 11391 Latitude: 30° 9.1' N USGS Quad: PANAMA CITY Longitude: 85° 40.0' W 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 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.