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<resTitle Sync="FALSE">i06_Bathy_CP_20220830_SanJoaquinRiver_Upper</resTitle>
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<pubDate>2023-01-20</pubDate>
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<resEd>Original</resEd>
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<rpOrgName>Cinquini and Passarino, Inc.</rpOrgName>
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<seriesName>Cinquini and Passarino, Inc. Hydrography</seriesName>
<issId>South Delta Singlebeam Bathymetric Survey</issId>
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<idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN&gt;&lt;SPAN&gt;Cinquini &amp;amp; Passarino Inc. conducted a bathymetric survey of portions of Old River, Grant Line Canal, Paradise Cut, Sugar Cut, Tom Paine Slough, Middle River and San Joaquin River for the Bay Delta Office and for Hydrologic Systems Incorporated for the South Delta Water Agency. The purpose of the dataset is to replace outdated and inaccurate data, help with the evaluation of sedimentation trends, improve numerical models, inform bathymetry changes near exports, and be a resource for informing management decisions such as dredging. This singlebeam dataset is meant as a supplement to the related multibeam and topographic point datasets from the same date range.&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN&gt;&lt;SPAN&gt;• Survey Dates: Between December 12, 2021 and August 30, 2022. &lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN&gt;&lt;SPAN&gt;• Instrumentation: Singlebeam echosounder with Real Time Kinematic (RTK) positioning corrections or direct RTK measurements (see report for locations).&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN&gt;&lt;SPAN&gt;• Point Spacing: 3 feet nominal&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN&gt;• Datum: Horizontal – NAD83 (2011) epoch 2017.5, California State Plane Zone III, US Survey Feet; Vertical – NAVD88, US Survey Feet.&lt;/SPAN&gt;&lt;/P&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN /&gt;&lt;/P&gt;&lt;P STYLE="margin:0 0 0 0;"&gt;&lt;SPAN&gt;For additional details refer to the report "Southern Sacramento-San Joaquin River Delta Condition Bathymetric Survey, October 2022" available upon request.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs>
<idPurp>This bathymetric dataset is intended to be used as a base component of studies in the Sacramento-San Joaquin Delta.
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 3.6, dated September 27, 2023. 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.</idPurp>
<idCredit>Data Collection: Cinquini and Passarino, Inc.
Data Review and Archival Services: California Department of Water Resources, Division of Regional Assistance, North Central Region Office, Hydrography and Technical Support Section.</idCredit>
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<rpIndName>Jimmy Kulpa</rpIndName>
<rpOrgName>Cinquini and Passarino, Inc.</rpOrgName>
<rpPosName>Chief Hydrogapher</rpPosName>
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<delPoint>1360 N. Dutton Ave #150</delPoint>
<city>Santa Rosa</city>
<adminArea>CA</adminArea>
<postCode>95401</postCode>
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<keyword>Old River, Grant Line Canal, Paradise Cut, Sugar Cut, Tom Paine Slough, Middle River, San Joaquin River</keyword>
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<tempKeys>
<keyword>2021 - 2022</keyword>
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<themeKeys>
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<resTitle>ISO 19115 Topic Categories</resTitle>
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<keyword>inlandWaters</keyword>
<keyword>elevation</keyword>
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<keyword>Sonar</keyword>
<keyword>Singlebeam</keyword>
<keyword>Bathymetry</keyword>
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<keyword>Sonar</keyword>
<keyword>2021 - 2022</keyword>
<keyword>inlandWaters</keyword>
<keyword>Singlebeam</keyword>
<keyword>elevation</keyword>
<keyword>Old River</keyword>
<keyword>Grant Line Canal</keyword>
<keyword>Paradise Cut</keyword>
<keyword>Sugar Cut</keyword>
<keyword>Tom Paine Slough</keyword>
<keyword>Middle River</keyword>
<keyword>San Joaquin River</keyword>
<keyword>Bathymetry</keyword>
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<useLimit>The Department of Water Resources makes no warranties, representations or guarantees, either expressed or implied, as to the completeness, accuracy or correctness of the data, nor accepts or assumes any liability arising from its use. Any comments, problems, improvements, updates, or suggestions should be forwarded to the distribution contact for this dataset as detailed in these metadata.</useLimit>
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<Consts>
<useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;Not to be used for navigation.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit>
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<exDesc>The survey is bounded at the northern western-most extent just above Widdows island, at the northwestern-most extent west of Bowman road, at the southeastern-most extent San Joaquin River at S. Manthey Road and at the southwestern-most extent at head of Delta-Mendota Canal. Singlebeam data covers shoals and shallow reaches on Old River and Grant Line Canal, and full reaches of Middle River, Sugar Cut, Paradise Cut, Tom Paine Slough, and San Joaquin River south of I-5\.</exDesc>
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<suppInfo>Equipment and Methodology // Survey Vessel: 14 ft Lowe Skiff // Singlebeam Sonar Bathymetry System: // Receiver: Teledyne Odom EchoTrac CVM // Transducer: 2° 22/200 kHz transducer // Position/GPS: Trimble R10 RTK-GPS // Sound velocity: Teledyine ODOM Digibar Pro // 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 in the Hypack SBMAX singlebeam editor, exported as a text file, and imported to a geodatabase with ArcGIS software. For more detailed information please see the Data Quality Section.</suppInfo>
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<measDesc>These data were collected using advanced singlebeam sonar and GPS technologies. They are believed to be logically consistent. Visual inspection was conducted and data were reviewed in ArcGIS software packages.</measDesc>
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<measDesc>During the survey, areas near the water's edge and areas of shallow water depth were occasionally occupied by aquatic vegetation. Dense aquatic vegetation interferes with the sounder's ability to record reliable bathymetric information. Therefore, in order to properly represent the bathymetry of the entire channel, elevation data in most areas of the channel occupied by dense aquatic vegetation were omitted from the final data set and appear as gaps in the data.</measDesc>
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<measDesc>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.</measDesc>
<evalMethDesc>A Trimble R10 fixed-height base station was set over a control point each survey day and programmed to broadcast RTK correction to the positioning system on the survey vessel via a Trimble TDL UHF broadcast radio. The Trimble R10 GPS rover was used to check into two control points to make sure the base station was set up and programmed correctly. See full report (available upon request) for precise base station coordinates.</evalMethDesc>
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<measDesc>Documented horizontal accuracy: Odom CVM and transducer: n/a // Trimble R10: 8 mm + 0.5 ppm RMS</measDesc>
<evalMethDesc>A Trimble R10 fixed-height base station was set over a control point each survey day and programmed to broadcast RTK correction to the positioning system on the survey vessel via a Trimble TDL UHF broadcast radio. The Trimble R10 GPS rover was used to check into two control points to make sure the base station was set up and programmed correctly. See full report (available upon request) for precise base station coordinates.</evalMethDesc>
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<measDesc>Documented vertical accuracy: Odom CVM and transducer: 1 cm ± 0.1% of depth // Trimble R10: 15 mm + 0.5 ppm RMS</measDesc>
<evalMethDesc>A Trimble R10 fixed-height base station was set over a control point each survey day and programmed to broadcast RTK correction to the positioning system on the survey vessel via a Trimble TDL UHF broadcast radio. The Trimble R10 GPS rover was used to check into two control points to make sure the base station was set up and programmed correctly. See full report (available upon request) for precise base station coordinates.</evalMethDesc>
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<stepDesc>This dataset is comprised of elevation points collected using a singlebeam echosounder system corrected with GPS positioning data and sound velocity profiles. Very shallow reaches were measured directly with a GPS receiver on a survey rod. Sonar echograms were screened in Hypack Hydrographic Software and outliers, submerged aquatic vegetation, and noise were removed. Data processing was completed in July 2022 - October 2022.</stepDesc>
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<srcDesc>This is an original dataset produced by Cinquini and Passarino Inc. for Hydrologic Systems Inc., This is an original dataset archived and distributed by the California Department of Water Resources, Division of Regional Assistance, North Central Region Office, Hydrography and Technical Support Section.</srcDesc>
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