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U.S. Army Corps of Engineers
200308
RO.OTHER.USACE_Depths - U.S. Army Corps of Engineers Depths in the Gulf Intracoastal Waterway and Caloosahatchee River Portion of the Okeechobee Waterway
USACE_Depths
vector digital data
University of Florida, Gainesville, Florida
Florida Sea Grant
Gustavo Antonini, David Fann, Robert Swett
Preliminary final reports for the "Regional Waterway Management System for Sarasota County" (Contact Sarasota County Natural Resources Dept. for copies) -Part A - Design, Analysis, Results and Recommendations. March, 1998. -Part B - Technical Addendum, Data Inventory, and Documentation. May, 1998.
ESRI ArcCatalog 9.3.1.3000
en
**NOTE: This data set is an extract of depth points within Lee County, Florida. The following narrative describes the data for the entire study area.** This coverage contains 58,195 bathymetry data points that pertain to the West Coast Inland Navigation Distract bounded by Bishop Harbor in the North and the Lee/Collier County Boundary line in the South. The depths are reported to the nearest 1/2-foot and are adjusted to mean lower low water. The depth for each data point is contained in the ArcInfo polygon attribute table (PAT) in the item: Depth_5. For South Sarasota County, the depth points were digitized from a Department of the Army, Army Corps of Engineers (Jacksonville District, Jacksonville, Florida) reconnaissance survey (D.O. File No. 41-35,123), dated December 1987, and extending from Fort Myers Beach to Tarpon Springs, Florida.
This spatial data set provides one information base that is necessary to meet the waterway management needs of waterfront neighborhoods in the West Coast Inland Navigation District. The primary objective of the project is to design and implement a management system for southwest Florida waterways that is consistent with municipal, county, Florida Department of Environmental Protection (FDEP), and West Coast Inland Navigation District (WCIND) goals of facilitating safe boating and reducing boating impacts on natural resources. The design criteria are: (a) fit channel maintenance to boat draft needs; (b) minimize impacts on bay habitats; (c) prioritize and evaluate management alternatives on a regional scale; and (d) identify information products, for boaters and shore residents, that encourage environmental awareness by users of neighborhood waterways and boat access channels. The database was developed to meet the goals of the projects: "Regional Waterway Management System for Sarasota County, Florida", "Regional Waterway Management System for North Manatee County", "Regional Waterway Management System for Lee County, Phase 2", and "Regional Waterway Management System for Lee County, Phase 3".
ground condition
198712
199809
Unknown
-82.248923
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26.775301
26.472225
574951.625009
798626.483009
777570.250018
887493.250018
REQUIRED: Reference to a formally registered thesaurus or a similar authoritative source of theme keywords.
Bathymetry, Depths, Gulf Intracoastal Waterway, Manatee River, Lee County: Phase 2, Lee County: Phase 3.
Venice, Manatee River, Pine Island, Pine Island Sound, Boca Grande Pass, Captiva Pass, Redfish Pass, Tarpon Bay, Sanibel Island, Matlacha, Matlacha Pass, Bokeelia, Jug Creek, Cape Coral, San Carlos Bay, Saint James City, Cape Coral Canals, Caloosahatchee River, Okeechobee Waterway, Manatee County, Sarasota County, Charlotte County, Lee County
For Lee County, contact the Lee County Division of Natural Resources, Marine Sciences Program.
Feature Class
Lee County Government, Division of Natural Resources
Steve Boutelle
mailing and physical address
1500 Monroe Street
Fort Myers
FL
33901
USA
239-533-8128
SBoutelle@leegov.com
Florida Sea Grant, University of Florida contact:
Dr. Robert Swett
Extension Specialist
PO Box 110405, University of Florida
Gainesville, FL 32611
352-392-6233
rswett@ufl.edu
Prepared under Florida Sea Grant College Program with support from the West Coast Inland Navigation District, Lee County Natural Resources Division,
Manatee County Community Services, the Manatee County Natural Resources Management Division, the Sarasota County Natural Resources Department, the NOAA Coastal Services Center, and the University of Florida.
withheld
002
Feature Class
Feature Class
South Sarasota Bay: George F. Young Inc., Engineering - Surveying, St. Petersburg, Florida. Produced for Jacksonville District, Corps of Engineers, Jacksonville, Florida (D.O. File No. 41-35,123)., North Manatee County: George F. Young Inc., Engineering - Surveying, St. Petersburg, Florida. Produced for Jacksonville District, Corps of Engineers, Jacksonville, Florida (D.O. File No. 43-36,849)., Lee County, Phase 2: Sea Systems Corporation, Pompano Beach, Florida. Produced for Jacksonville District, Corps of Engineers, Jacksonville, Florida (D.O. File No. 41-37, 687)., Lee County, Phase 3: Sea Systems Corporation, Pompano Beach, Florida. Produced for Jacksonville District, Corps of Engineers, Jacksonville, Florida (D.O. File No. 41-37, 687).
South Sarasota County: Intracoastal Waterway, Fort Myers Beach to Tarpon Springs, Florida; Reconnaissance Survey; 9-Foot Project, Caloosahatchee River to Anclote River; Location Map and Control and Plan.; North Manatee County: Manatee River, Florida; Examination Survey, 12, 9 and 4-Foot Project, Controlled Centerline Tampa Bay to Rye Bridge; Plan., Lee County, Phase 2: Intracoastal Waterway, Caloosahatchee River to Anclote River, Project Condition Survey, 9-Foot Project, Cut L-1 through Cut p-41; Lee County, Phase 3: Intracoastal Waterway, Caloosahatchee River to Anclote River, Project Condition Survey, 9-Foot Project, Cut L-1 through Cut p-41
Jacksonville, Florida
Army Corps of Engineers
24000
Paper/Digital
198712
199809
ground condition
Intracoastal waterway soundings, Manatee River soundings
For South Sarasota County, Florida Sea Grant personnel digitized intracoastal waterway sounding positions and depths from 1:24,000-scale paper maps obtained from the Army Corps of Engineers. A 10,000-foot State Plane grid (Transverse Mercator projection for the west zone of Florida) printed on the paper maps was used to register and digitize the depths from the paper document utilizing a GTCO Digi-pad 5, large-format digitizer pad. The digitized points were referenced to shoreline information contained in 1:24,000 digital line graphs obtained from the Southwest Florida Water Management District. Project personnel familiar with the waters in the study area verified the orientation and positions relative to the shoreline. For South Sarasota County, North Manatee County, Lee County Phase 2, and Lee County Phase 3 the original source document soundings (MLW) were adjusted to mean lower low water (MLLW). The historical difference between MLLW and MLW, as published for National Ocean Service (NOS) tidal benchmarks located in the study area were used to adjust the depth soundings to MLLW. An examination of the NOS tidal benchmarks indicated that stations located within the confines of the study area, provided appropriate tidal datum differences. The stations used in North Manatee County were 872-6273, 872-6238, and 872-6277, in Lee County Phase 2 the stations used were 872 5667, 872 5541, 872 5488, 872 5441, and 872 5391. South Sarasota County used five benchmarks and Lee County; Phase 3 used eight benchmarks. This method was reviewed and approved by personnel of the University of Florida Department of Coastal Engineering. The soundings were recorded to the nearest 1/2-foot.
On the date of original publication for South Sarasota County (199806) USGS 1:24,000 digital line graphs were used as the GIS basemap and all depth features were adjusted to conform with the shoreline as represented in the DLG. In 2000, the GIS basemap was replaced with USGS 1-meter DOQQs and depth features were readjusted to conform to the DOQQs. Depths were overlaid on the DOQQs and, when necessary, feature positions were adjusted in ArcInfo GIS using the field annotated 1:2400 section aerials as a guide.
1997, 1998, 2000, 2001, 2002
The information depicted in the data set represents the results of surveys made on various dates and can only be considered as indicating the general conditions at that time (NOTE number 9 on source material). Specifically, South Sarasota depth points were collected in 12/1987, for North Manatee County from 04/10/1994 to 29/11/1994 and on 17-23/02/1995, for Lee County, Phase 2 from 26/08/1998 to 23/09/1998, and for Lee County, Phase 3 from 26/08/1998 to 23/09/1998.
On the date of original publication (199806) USGS 1:24,000 digital line graphs were used as the GIS basemap and all depth features were adjusted to conform with the shoreline as represented in the DLG. In 2000, the GIS basemap was replaced with USGS 1-meter DOQQs and depth features were readjusted to conform to the DOQQs. Depths were overlaid on the DOQQs and, when necessary, feature positions were adjusted in ArcInfo GIS using the field annotated 1:2400 section aerials as a guide. For North Manatee County, Lee County Phase 2, and Lee County, Phase 3 horizontal positioning was maintained with a Trimble GPS system. The survey data obtained from the USACE is reported to the nearest tenth of a foot.
For South Sarasota County, soundings were digitized from sheets 13-17 contained in a paper atlas produced from an Army Corps of Engineers (Jacksonville District, Jacksonville, Florida) reconnaissance survey (D.O. File No. 41-35,123), dated December 1987. Soundings in the source document are in feet and tenths and refer to mean low water. Tidal reductions, as recorded in the source document, were based on tidal reductions made from observations at tide staffs tied to benchmarks and set as shown in the project survey tabulation (see source document). University of Florida, Sea Grant personnel adjusted the original source document soundings (MLW) to mean lower low water (MLLW). The historical difference between MLLW and MLW, as published for National Ocean Service (NOS) tidal bench marks located in the study area were used to adjust the depth soundings to MLLW. An examination of the NOS tidal bench marks indicated that 5 bench marks, located within the confines of the study area, provided appropriate tidal datum differences. This method was reviewed and approved by personnel of the University of Florida Department of Coastal Engineering. The soundings were recorded to the nearest 1/2-foot. For North Manatee County, soundings were taken with an Odom Echotrac fathometer and are reported, in the original survey, in feet and tenths. Tidal reductions to mean low water were made from observations at 7 tide staffs installed by USACE survey personnel. (Notes 2, 4, and 10 on source material). For Lee County, Phase 2 and Lee County, Phase 3 soundings were taken with an Innerspace Model 448 fathometer and are reported, in the original survey, in feet and tenths. Tidal reductions to mean low water were made from observations at 16 tide staffs installed by USACE survey personnel. (Notes 3, 4, and 8 on source material).
Version 6.2 (Build 9200) ; Esri ArcGIS 10.8.1.14362
USACE Depths
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1
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<div>The primary objective of the project is to design and implement a management system for southwest Florida waterways that is consistent with municipal, county, Florida Department of Environmental Protection (FDEP), and West Coast Inland Navigation District (WCIND) goals of facilitating safe boating and reducing boating impacts on natural resources. The design criteria are: (a) fit channel maintenance to boat draft needs; (b) minimize impacts on bay habitats; (c) prioritize and evaluate management alternatives on a regional scale; and (d) identify information products, for boaters and shore residents, that encourage environmental awareness by users of neighborhood waterways and boat access channels. The database was developed to meet the goals of the projects: "Regional Waterway Management System for Sarasota County, Florida", "Regional Waterway Management System for North Manatee County", "Regional Waterway Management System for Lee County, Phase 2", and "Regional Waterway Management System for Lee County, Phase 3".</div>**NOTE: This data set is an extract of depth points within Lee County, Florida. The following narrative describes the data for the entire study area.** This coverage contains 58,195 bathymetry data points that pertain to the West Coast Inland Navigation Distract bounded by Bishop Harbor in the North and the Lee/Collier County Boundary line in the South. The depths are reported to the nearest 1/2-foot and are adjusted to mean lower low water. The depth for each data point is contained in the ArcInfo polygon attribute table (PAT) in the item: Depth_5. For South Sarasota County, the depth points were digitized from a Department of the Army, Army Corps of Engineers (Jacksonville District, Jacksonville, Florida) reconnaissance survey (D.O. File No. 41-35,123), dated December 1987, and extending from Fort Myers Beach to Tarpon Springs, Florida.
Bathymetry
Depths
Gulf Intracoastal Waterway
Manatee River
Lee County: Phase 2
Lee County: Phase 3.
This spatial data set provides one information base that is necessary to meet the waterway management needs of waterfront neighborhoods in the West Coast Inland Navigation District.
Prepared under Florida Sea Grant College Program with support from the West Coast Inland Navigation District, Lee County Natural Resources Division,
Manatee County Community Services, the Manatee County Natural Resources Management Division, the Sarasota County Natural Resources Department, the NOAA Coastal Services Center, and the University of Florida.
en
FGDC Content Standards for Digital Geospatial Metadata
FGDC-STD-001-1998
local time
Dr. Robert Swett
Florida Sea Grant
mailing address
Gainesville
FL
32611
PO Box 110405, University of Florida
USA
352-392-6233.
Extension Specialist
rswett@ufl.edu
20091021
ISO 19115 Geographic Information - Metadata
DIS_ESRI1.0
dataset
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GCS_North_American_1983
NAD_1983_StatePlane_Florida_West_FIPS_0902_Feet
coordinate pair
survey feet
0.000250
0.000250
North American Datum of 1983
Geodetic Reference System 80
6378137.000000
298.257222
Explicit elevation coordinate included with horizontal coordinates
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NAD_1983_StatePlane_Florida_West_FIPS_0902_Feet
EPSG
5.3(9.0.0)
52887
USACE_Depths
Feature Class
52887
OBJECTID
OBJECTID
OID
4
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ESRI
Sequential unique whole numbers that are automatically generated.
MLLW_5
MLLW_5
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8
16
5
Mean lower low water
Point depth to nearest 1/2-foot, adjusted to mean lower low water.
DATE_
DATE_
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SHAPE
Shape
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Coordinates defining the features.
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