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<rpIndName>NCRO Hydrography and Technical Support Section</rpIndName>
<rpOrgName>Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office</rpOrgName>
<rpPosName>Environmental Scientist</rpPosName>
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<voiceNum>(916)376-9641</voiceNum>
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<delPoint>3500 Industrial Blvd</delPoint>
<city>West Sacramento</city>
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<rpIndName>Shawn Mayr</rpIndName>
<rpOrgName>Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrograpy and Technical Support</rpOrgName>
<rpPosName>Senior Engineer</rpPosName>
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<voiceNum>916-376-9664</voiceNum>
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<delPoint>3500 Industrial Blvd</delPoint>
<city>West Sacramento</city>
<adminArea>CA</adminArea>
<postCode>95691</postCode>
<country>US</country>
<eMailAdd>Shawn.Mayr@water.ca.gov</eMailAdd>
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<cntHours>8AM-5PM Mon-Fri</cntHours>
<cntInstr>Call or email</cntInstr>
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<resFees>To be determined.</resFees>
<ordInstr>Call or email data request.</ordInstr>
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<idCitation>
<date>
<pubDate>2018-01-24T00:00:00</pubDate>
</date>
<resEd>Original</resEd>
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<rpOrgName>Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support, Shawn Mayr, Senior Engineer</rpOrgName>
<role>
<RoleCd value="006"/>
</role>
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<presForm>
<fgdcGeoform>vector digital data</fgdcGeoform>
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<datasetSeries>
<seriesName>CA DWR NCRO Bathymetry</seriesName>
<issId>Five Points Doughty Cut 2018</issId>
</datasetSeries>
<resTitle Sync="FALSE">i06_Bathy_NCRO_20180109_OldRiver</resTitle>
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<idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;The California Department of Water Resources (CA-DWR), North Central Region Office (NCRO), Bathymetry Data Collection Section, conducted a bathymetric survey of Tom Paine Slough at the request of the DWR Bay Delta Office (BDO). The main purpose of the data collection effort was to provide supporting data for hydrologic models and to determine water diversion challenges. The survey took place on January 9th, 2018 using single beam echo sounder technology. &lt;/SPAN&gt;&lt;SPAN&gt;The data were positionally corrected using Inertially Aided Post-Processed Kinematic (IAPPK) procedures&lt;/SPAN&gt;&lt;SPAN&gt;. The data were collected in NAD83 (California State Plane Zone III coordinate system) and NAVD88 datums. &lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;• Horizontal Units: US Foot&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;• Vertical Units: US Foot&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs>
<idPurp>This bathymetric dataset is intended to support hydrologic models and to determine water diversion challenges of Tom Paine Slough.
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.</idPurp>
<idCredit>California Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support Section.</idCredit>
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<ProgCd value="001"/>
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<rpIndName>Shawn Mayr</rpIndName>
<rpOrgName>Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Hydrography and Technical Support</rpOrgName>
<rpPosName>Senior Engineer</rpPosName>
<rpCntInfo>
<cntPhone>
<voiceNum tddtty="">916-376-9664</voiceNum>
</cntPhone>
<cntAddress addressType="physical">
<delPoint>3500 Industrial Blvd.</delPoint>
<city>West Sacramento</city>
<adminArea>CA</adminArea>
<postCode>95691</postCode>
<country>US</country>
<eMailAdd>Shawn.Mayr@water.ca.gov</eMailAdd>
</cntAddress>
<cntHours>8AM-5PM Weekdays</cntHours>
<cntInstr>Call or Email</cntInstr>
</rpCntInfo>
<role>
<RoleCd value="007"/>
</role>
</idPoC>
<resMaint>
<maintFreq>
<MaintFreqCd value="009"/>
</maintFreq>
</resMaint>
<placeKeys>
<keyword>Tom Paine Slough</keyword>
<keyword>Doughty Cut</keyword>
<keyword>Old River</keyword>
<keyword>Paradise Cut</keyword>
</placeKeys>
<tempKeys>
<keyword>January, 2018</keyword>
</tempKeys>
<themeKeys>
<keyword>Inland Waters</keyword>
<keyword>Elevation</keyword>
<keyword>Single Beam</keyword>
<keyword>Bathymetry</keyword>
</themeKeys>
<searchKeys>
<keyword>Single Beam</keyword>
<keyword>Elevation</keyword>
<keyword>Bathymetry</keyword>
<keyword>Tom Paine Slough</keyword>
<keyword>Doughty Cut</keyword>
<keyword>Old River</keyword>
<keyword>Paradise Cut</keyword>
<keyword>January</keyword>
<keyword>2018</keyword>
</searchKeys>
<resConst>
<LegConsts>
<useLimit>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.
</useLimit>
</LegConsts>
</resConst>
<resConst>
<Consts>
<useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P STYLE="margin:0 0 11 0;"&gt;&lt;SPAN&gt;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.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN /&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit>
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<languageCode value="eng"/>
<countryCode Sync="TRUE" value="USA"/>
</dataLang>
<dataExt>
<exDesc>Old River at Doughty Cut and south to Tom Paine Slough.</exDesc>
<tempEle>
<TempExtent>
<exTemp>
<TM_Period>
<tmBegin>2018-01-09T00:00:00</tmBegin>
<tmEnd>2018-01-09T00:00:00</tmEnd>
</TM_Period>
</exTemp>
</TempExtent>
</tempEle>
</dataExt>
<suppInfo>Equipment and Methodology NCRO's single beam bathymetry and positioning systems are composed of the following items: Single Beam Bathymetry System:
• Teledyne Odom CV100 Echo Sounder,
• Odom Transducer,
• Applanix PosMV Wave Master
• Zephyr II GPS Antennas
• Kingfisher vessel
PPK Positioning System:
• NGS CORS Stations
• Applanix POS MV Software, and Field Practices: Field calibration tests and hand soundings were regularly performed in order to ensure data quality and positional accuracy. For more information please see the Data Quality Section.</suppInfo>
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<geoEle>
<GeoBndBox esriExtentType="search">
<exTypeCode Sync="TRUE">1</exTypeCode>
<westBL Sync="TRUE">-121.424177</westBL>
<eastBL Sync="TRUE">-121.414239</eastBL>
<northBL Sync="TRUE">37.812580</northBL>
<southBL Sync="TRUE">37.790373</southBL>
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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;&lt;SPAN&gt;The Department of Water Resources makes no warranties or guarantees, either expressed or implied, as to the completeness, accuracy or correctness of the data, nor accepts or assumes any liability arising from or for any incorrect, incomplete or misleading subject data. The official CA-DWR GIS Data Steward for this dataset is Scott Flory, who may be contacted at 916-376-9603, or at Scott.Flory@water.ca.gov. Comments, problems, improvements, updates, or suggestions should be forwarded to the official GIS Data Steward.&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit>
</Consts>
</mdConst>
<mdConst>
<Consts>
<useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;Not for use as a navigation aid.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit>
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<dqInfo>
<dqScope>
<scpLvl>
<ScopeCd value="005"/>
</scpLvl>
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<report dimension="" type="DQConcConsis">
<measDesc>These data were collected using advanced Single Beam Sonar and IAPPK GPS technologies. They are believed to be logically consistent. Visual reviews were conducted and data were reviewed in ArcGIS software packages.</measDesc>
</report>
<report dimension="" type="DQCompOm">
<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>
</report>
<report dimension="" type="DQQuanAttAcc">
<measDesc>GPS post processing was completed using Continuously Operating Reference Stations (CORS) and the National Geodetic Survey website at http://www.ngs.noaa.gov/CORS/.</measDesc>
</report>
<report dimension="horizontal" type="DQAbsExtPosAcc">
<measDesc>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.
</measDesc>
<evalMethDesc>Positional accuracy Assessment Method 1 was used.
</evalMethDesc>
</report>
<report dimension="vertical" type="DQAbsExtPosAcc">
<measDesc>The Echotrac CV100 sounder has an accuracy of 200kHz-0.01 m +/- 0.1% depth. The RTK GPS System's Vertical Error is 20mm + 1 ppm RMS.
Error introduced from the motion of the vessel was corrected using the Applanix POS MV Wavemaster System. The documented error for the POS MV System is:
• Vertical Position +/- (15 mm + 1 ppm x baseline length)
• Roll and Pitch 0.02°
• Heave 5 cm or 5%</measDesc>
</report>
<dataLineage>
<dataSource type="">
<srcDesc>This is an original dataset produced by the California Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry Data Collection Section.</srcDesc>
</dataSource>
<prcStep>
<stepDesc>Using the Single Beam Editor in the Hypack Hydrographic Survey software, the survey parameters applied to the data collected during the survey. Read parameters include information about: sound velocity, instrumentation coordination and settings, instrumentation offsets, and data sorting. Once the parameters were applied to the raw data, each survey line was examined individually for erroneous data or abnormalities. Survey lines were saved into an "Edited" folder in Hypack after erroneous data was deleted. All of the edited survey lines were then opened together in Single Beam Editor and the "Read Parameters" confirmed. The XYZ text file was imported into ESRI ArcMap as a point feature class and checked for positional consistency and accuracy.</stepDesc>
<stepDateTm>2017-08-20T00:00:00</stepDateTm>
<stepProc>
<rpIndName>NCRO Bathymetry Data Collection Section Environmental Scientist</rpIndName>
<rpOrgName>Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Services</rpOrgName>
<rpPosName>Environmental Scientist</rpPosName>
<rpCntInfo>
<cntAddress addressType="both">
<delPoint>3500 Industrial Blvd.</delPoint>
<city>West Sacramento</city>
<adminArea>CA</adminArea>
<postCode>95691</postCode>
<country>US</country>
</cntAddress>
</rpCntInfo>
<role>
<RoleCd value="009"/>
</role>
</stepProc>
</prcStep>
</dataLineage>
</dqInfo>
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<Georect>
<numDims>2</numDims>
<cellGeo>
<CellGeoCd value="002"/>
</cellGeo>
<tranParaAv>False</tranParaAv>
<chkPtAv>False</chkPtAv>
</Georect>
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<geometObjs Name="i06_Bathy_NCRO_20180109_OldRiver">
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<detailed Name="i06_Bathy_NCRO_20180109_OldRiver">
<enttyp>
<enttypl Sync="FALSE">i06_Bathy_NCRO_20180109_OldRiver</enttypl>
<enttypd>A collection of points representing the xyz coordinates.</enttypd>
<enttypds>ESRI</enttypds>
<enttypt Sync="TRUE">Feature Class</enttypt>
<enttypc Sync="TRUE">0</enttypc>
</enttyp>
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<attscale Sync="TRUE">8</attscale>
<attrdef>longitude</attrdef>
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<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">38</atprecis>
<attscale Sync="TRUE">8</attscale>
<attrdef>Elevation(NAVD88)</attrdef>
</attr>
<attr>
<attrlabl>Shape</attrlabl>
<attrdef>Feature geometry.</attrdef>
<attrdefs>ESRI</attrdefs>
<attrdomv>
<udom>Coordinates defining the features.</udom>
</attrdomv>
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<atprecis Sync="TRUE">0</atprecis>
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</attr>
<attr>
<attrlabl>OBJECTID</attrlabl>
<attrdef>Internal feature number.</attrdef>
<attrdefs>Esri</attrdefs>
<attrdomv>
<udom>Sequential unique whole numbers that are automatically generated.</udom>
</attrdomv>
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<attwidth Sync="TRUE">4</attwidth>
<atprecis Sync="TRUE">10</atprecis>
<attscale Sync="TRUE">0</attscale>
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<attr>
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<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">38</atprecis>
<attscale Sync="TRUE">8</attscale>
<attrdef>Latitude</attrdef>
</attr>
<attr>
<attrlabl Sync="TRUE">Source</attrlabl>
<attalias Sync="TRUE">Source</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">25</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">Last_Modified_Date</attrlabl>
<attalias Sync="TRUE">Last_Modified_Date</attalias>
<attrtype Sync="TRUE">Date</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">Modified_By</attrlabl>
<attalias Sync="TRUE">Modified_By</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">25</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">Date_Data_Refers_To</attrlabl>
<attalias Sync="TRUE">Date_Data_Refers_To</attalias>
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<attr>
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<attr>
<attrlabl Sync="TRUE">Data_Equipment_Type</attrlabl>
<attalias Sync="TRUE">Data_Equipment_Type</attalias>
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<attwidth Sync="TRUE">40</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
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<attr>
<attrlabl Sync="TRUE">Date_Started</attrlabl>
<attalias Sync="TRUE">Date_Started</attalias>
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<atprecis Sync="TRUE">0</atprecis>
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<attr>
<attrlabl Sync="TRUE">Date_Complete</attrlabl>
<attalias Sync="TRUE">Date_Complete</attalias>
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<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
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<attr>
<attrlabl Sync="TRUE">Feature_Class_Name</attrlabl>
<attalias Sync="TRUE">Feature_Class_Name</attalias>
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<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">Survey_Report</attrlabl>
<attalias Sync="TRUE">Survey_Report</attalias>
<attrtype Sync="TRUE">String</attrtype>
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<atprecis Sync="TRUE">0</atprecis>
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<attr>
<attrlabl Sync="TRUE">Comments</attrlabl>
<attalias Sync="TRUE">Comments</attalias>
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<attwidth Sync="TRUE">100</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
</detailed>
<overview>
<eaover>The attribute table of this dataset is formatted as X, Y, Z data in the California State Plane Zone III Coordinate System (US Feet) and NAVD88 vertical datum.</eaover>
</overview>
</eainfo>
<mdHrLvName Sync="TRUE">dataset</mdHrLvName>
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<identCode Sync="TRUE" code="3857"/>
<idCodeSpace Sync="TRUE">EPSG</idCodeSpace>
<idVersion Sync="TRUE">6.18.3(9.3.1.2)</idVersion>
</refSysID>
</RefSystem>
</refSysInfo>
<spdoinfo>
<ptvctinf>
<esriterm Name="i06_Bathy_NCRO_20180109_OldRiver">
<efeatyp Sync="TRUE">Simple</efeatyp>
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