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Thomas Handley
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support
Water Resources Engineer
916-376-9602
3500 Industrial Blvd
West Sacramento
CA
95691
US
Thomas.Handley@water.ca.gov
ArcGIS Metadata
1.0
Shawn Mayr
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support
Senior Engineer
916-376-9664
3500 Industrial Blvd
West Sacramento
CA
95691
US
Shawn.Mayr@water.ca.gov
8AM-5PM Mon-Fri
Call or email
To be determined.
Call or email data request.
Enterprise Geodatabase Feature Class
i06_Bathy_NCRO_20181218_SuisunSlough
2019-07-01
Original
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support, Shawn Mayr, Senior Engineer
vector digital data
CA-DWR NCRO Delta Bathymetry
Suisun Slough Singlebeam, December 2018
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>The California Department of Water Resources (CA-DWR), North Central Region Office (NCRO), Bathymetry Data Collection Section, conducted a bathymetric survey of Suisun Slough for the Bay Delta Office (BDO). The main purpose of the survey was to replace outdated and inaccurate data, help with the evaluation of a large number of restoration proposals nearby, and inform the re-operation of the Montezuma Slough Salinity Control Structure for the Delta Smelt Resiliency Strategy being implemented in 2018.</SPAN><SPAN>The data were collected in NAD83 (California State Plane Zone II coordinate system) and NAVD88 datums.</SPAN></P><P><SPAN>Survey Dates: December 3-6 and December 18, 2018</SPAN></P><P><SPAN>• Singlebeam echo sounder with Inertially-Aided Post-Processed Kinematic (IAPPK) GPS procedures.</SPAN></P><P><SPAN>• Point Spacing: about 1 Foot</SPAN></P><P><SPAN>• Horizontal Units: US Foot</SPAN></P><P><SPAN>• Vertical Units: US Foot</SPAN></P><P><SPAN>Related datasets: Multibeam: Montezuma Slough, July 2018; Suisun Slough, October 2018; Nurse Slough, October 2018. Singlebeam: Grizzly Bay, December 2018.</SPAN></P></DIV></DIV></DIV>
This singlebeam project is intended to complement existing multibeam datasets by filling in gaps (shoals) and providing an independent check for data validation.
The associated data are considered DWR enterprise GIS data, which meet all appropriate requirements of the DWR Spatial Data Standards, specifically the DWR Spatial Data Standard version 3.1, dated September 11, 2019.
DWR makes no warranties or guarantees — either expressed or implied — as to the completeness, accuracy, or correctness of the data. DWR neither accepts nor assumes liability arising from or for any incorrect, incomplete, or misleading subject data.
Comments, problems, improvements, updates, or suggestions should be forwarded to GIS@water.ca.gov.
California Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support Section.
Shawn Mayr
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support
Senior Engineer
916-376-9664
3500 Industrial Blvd.
West Sacramento
CA
95691
US
Shawn.Mayr@water.ca.gov
8AM-5PM Weekdays
Call or Email
Suisun Slough, Suisun Marsh, Montezuma Slough, Grizzly Bay, Cross Slough, Hunter Cut, Goodyear Slough, Cordelia Slough, Roos Cut, Wells Slough
December, 2018
Inland Waters
Elevation
Sonar
Bathymetry
Singlebeam
Sonar
Suisun Slough
Suisun Marsh
Montezuma Slough
Grizzly Bay
Cross Slough
Hunter Cut
Goodyear Slough
Cordelia Slough
Roos Cut
Wells Slough
Bathymetry
December
2018
ISO 006
Elevation
Singlebeam
Inland Waters
The associated data are considered DWR enterprise GIS data, which meet all appropriate requirements of the DWR Spatial Data Standards, specifically the DWR Spatial Data Standard version 3.1, dated September 11, 2019.
DWR makes no warranties or guarantees — either expressed or implied — as to the completeness, accuracy, or correctness of the data. DWR neither accepts nor assumes liability arising from or for any incorrect, incomplete, or misleading subject data.
The official DWR GIS steward for this data set is Lillian Hayden, who may be contacted at 916-376-1979, or at lillian.hayden@water.ca.gov. Comments, problems, improvements, updates, or suggestions should be forwarded to the official GIS steward as available and appropriate.
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN><SPAN>Not for use as a navigation aid. The data reflects measurements taken at specific time periods and the Department of Water Resources makes no claim as to the current state of these waterways. Do not share or publish this data without including proper attribution.</SPAN></SPAN></P><P><SPAN /></P></DIV></DIV></DIV>
Partial coverage: Suisun Slough from 0.5 mi south of Hunter Cut to Grizzly Bay, and two shoals in Suisun Slough near Volanti Slough; east bank of Montezuma Slough south of Hunter Cut northeast to the first major bend; Grizzly Bay from the mouth of Suisun Slough and mouth of Montezuma Slough extending 0.6 mi into the Bay (grid). Full coverage: Cross Slough from Montezuma Slough east to the terminus. Cross-sections at mouth only: Wells Slough, Roos Cut, Goodyear Slough, Cordelia Slough.
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Equipment and Methodology
Survey Vessel: 18 ft Kingfisher 1825 Falcon XL Singlebeam Sonar Bathymetry System: • Reciever: Odom EchoTrac CV100
• Transducer: Odom SMSW200-4a 200 kHz
• Position/GPS: Applanix POS MV WaveMaster II
• Motion control: Applanix POS MV WaveMaster II
• Sound velocity: AML Base X2 Sound Velocity Profiler Field Practices: Field calibration tests (including sound velocity readings, and manual depth soundings) were regularly performed in order to ensure data quality and positional accuracy. Singlebeam data were collected on the survey vessel and recorded using Hypack Hydrographic Survey software (Hypack). Data were processed using either Caris or Hypack, exported as a text file, and imported in a geodatabase using ArcGIS software. For more detailed information please see the Data Quality Section.
Esri ArcGIS 13.5.2.57366
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These data were collected using advanced Single Beam Sonar and GPS technologies. They are believed to be logically consistent. Visual inspection was conducted and data were reviewed in ArcGIS software packages.
This survey was meant to complement existing multibeam rasters and does not cover the entire channel in most areas.
Elevations are generally believed to be characteristic of the channel-bed; however, in some heavily vegetated areas, these data may be more indicative of the elevation of the submerged vegetation, rather than the “bare earth” surface. In deeper areas with low visibility, this discrepancy may not be immediately apparent. “Noisy” patterns in the data are investigated during data processing using Hypack Software. These patterns may signify dense submerged vegetation and are typically filtered.
GPS post processing was completed using Continuously Operating Reference Stations (CORS) and the National Geodetic Survey website at http://www.ngs.noaa.gov/CORS/.
Locational Quality: Determined to be no better than 1.5 feet horizontal. This statement has not been verified or approved by a licensed land surveyor.
Documented instrument horizontal accuracy: Odom CV100 and transducer: n/a // POS MV System: 8 mm + 1 ppm x baseline length, Roll and Pitch 0.015°, Heading 0.03° // AML Base X2 SVP: n/a
Positional accuracy Assessment Method 1 was used.
Documented vertical accuracy: Odom CV100 and transducer: 1 cm ± 0.1% of depth // POS MV System: 15 mm + 1 ppm x baseline length, Heave 5 cm or 5% // AML Base X2 SVP: 0.025 m/s
GPS post processing was completed using the Continuously Operating Reference Station (CORS) and the National Geodetic Survey website at http://www.ngs.noaa.gov/CORS/.
This data set is comprised of elevation points collected using single beam sonar bathymetry equipment corrected with GPS position data. Sonar echograms are screened in Hypack Hydrographic Software and outliers, submerged aquatic vegetation, and noise are removed. Data are imported in ArcGIS Desktop as point feature classes and reviewed for consistency. Further products and analyses are carried out upon request. Metadata are established and the data are stored. Data processing was completed in December 2018.
Scott Flory
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry Data Collection
Senior Environmental Scientist
916-376-9603
3500 Industrial Blvd.
West Sacramento
CA
95691
US
Scott.Flory@water.ca.gov
8AM-5PM Weekdays
Call or Email
This is an original dataset produced by the California Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support Section.
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support
dataset
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