Hydrography.DBO.County_Combined_High_Resolution

Karen Kwasnowski 20141113 Hydrography.DBO.County_Combined_High_Resolution_Streams document withheld This dataset is a combination of 2 data projects: 1- Data were updated within NYC watershed portions using 1m resolution LiDAR and 1ft orthoimagery collected in 2009 as part of the NYS Digital Ortho Program under contract with NYCDEP under CAT-371.For NYC reservoir areas only: NYCDEP BWS GIS Staff (T. Spies) edited all artificial path and stream transitions to snap exactly to polygon edges representing NYC reservoirs, where those areas were updated by NYCDEP for correct inundation area based on spillway elevation.QA edits to NHD hydrography, including this feature class, were also made where needed based on field verification and correction of the NYCbasin1m boundary.As an additional departure from standard NHD to meet DEP’s needs, DEP GIS staff attributed all flowlines by their respective NYC reservoir basin and NYC water supply “region” as defined in the feature class “NYCbasin1m”. This was done using the “select by location” tool rather than “identity” tool, so as not to split any flowlines across boundaries. Any flowlines crossing basin boundaries in error were corrected by splitting the lines and snapping their endpoints to the appropriate spillway or basin edge instead. After these edits were made, a new geometric network was built to test and ensure all flowlines in the entire dataset were correctly connected so that they can be used for routing.2- Data was updated within portions of Ulster County outside the NYC watershed using NYS 1ft orthoimagery collected in 2013 and multiple Elevation datasets (2013 NYS DEC 1m Lidar Hudson River, 2005 NYS DEC 3m Lidar Ulster Stream Corridors, 1992 USGS 10m Digital Elevation Model (DEM)).Primary quality control was performed visually using enhanced symbology and supporting reference data. A detailed QC checklist is provided in the QC report. Specific emphasis was placed on the areas bordering the NYC Watershed and the areas encompassed by the Town of Woodstock’s local hydrography data. To the extent connections occurred, the data captured on this project was “snapped” to the corresponding locations in the NYC Watershed so that the data could be seamlessly integrated. The hydrography data from the Town of Woodstock, however, was inconsistent when applied to the data capture protocol. Many locally derived features did not appear to be supported by the source data (i.e., they did not exist) and were not included. All visual inspections were made at 1:1000 scale or better. During data capture, the Data Capture Analyst used a separate point feature class named “Flags” to identify locations where there may have been some interpretation or confusion. Later, the QC Analyst also used additional bookmarks in ArcGIS to track locations where additional investigation or interpretation was required. Finally, after an initial pass through the data, the QC Analyst evaluated and resolved all such flags and bookmarks, collaborating with the Data Capture Analyst as necessary to discuss findings and resolve questions.As data was completed, naming convention and separate storage locations were used for data management to ensure that source and modified datasets were clearly separated. In addition, a detailed QC tracking spreadsheet was used to track and manage effort on completing QC and resolving any issues.Finally, after the initial data delivery, several rounds of QC review were performed by Ulster County to include: additional visual inspection of flow line connectivity, geometric network tracking, and utility network analysisMost of the issues that were not readily apparent in the manual QC process were attributed to minor errors in data capture and discovered here. Examples include digitizing lines in the wrong direction (not downstream), existence of multi-part features, and topology errors. In all cases, issues were evaluated and resolved Linear Hydrography dataset for Ulster County, NY representing all streams, rivers narrower than 5m across, artificial flow paths through waterbodies, and other stream connectors or pipelines. All linear features combined into this singular dataset to create a seamless hydrography layer for display purposes. For simplicity, fields were reduced to stream names. 20141113 Publication Date Complete Unknown -74.585612 -73.854518 42.222794 41.569952 EDI Thesaurus LiDAR Hydrography None New York Access to this data is governed by Ulster County Dept of the Environment, NY Use of this data is governed by Ulster County Dept of the Environment, NY. Ulster County Dept of the Environment Amanda LaValle Coordinator unknown

17 Pearl St

Kingston NY 12402 US 845-338-7455 000-000-0000 0900-1700 Esri ArcGIS 10.2.1.3497 Independent reviewers checked the data for completeness at 1:1200 scale. Checks included: All NHD features captured or evaluated, All new single line streams >200m in length captured or evaluated, All double line streams >15m wide captured or evaluated, Wetlands data consistent with new ponds, Visual check for snapping at culverts and confluences. Visual checks were used to make sure all features and feature classes are present. Geometric networks were created for each sub watershed to make ensure there were no geometric network errors. Hydrographic features (defined from the high resolution NHD) were digitized using high resolution aerial photography captured in 2009 and three lidar data collections captured between 2005-2011 as references. The hydrographic features include hydropolys (wide rivers > 15m wide and lakes and ponds > 0.5acres in size); a Drapeline, which is an artifical path representing the centerline of the wide rivers, lakes and ponds; stream Centerlines representing streams <15m wide; and Culverts. The specific data capture standards are listed in the document Ulster County Hydrography Protocol. These data standards were originally created for the 2010 NYC Watershed hydrography update project. All attempts were made to seamlessly integrate the new Ulster Co hydrography data with the hydrography data that was produced for the NYC Watershed project. 20131211 Vector Simple FALSE 0 TRUE TRUE D North American 1983 GRS 1980 6378137.0 298.257222101 unknown

Ulster Co Dept of the Environment

Kingston NY 12402 US 845-338-7455 See access and use constraints information. 20141113 GroundPoint Technologies LLC Karen Kwsanowski Chief Technical Officer unknown

17 Highland Dr

Marcellus NY 13108 US 315-459-1515 FGDC Content Standard for Digital Geospatial Metadata FGDC-STD-001-1998 local time Access to this data is governed by Ulster County Dept of the Environment, NY. Esri ArcGIS 13.0.0.36056 High_Resolution_Streams 0.000000 773.040000 1 -74.786615 -73.918292 42.182756 41.573852 Linear Hydrography dataset for Ulster County, NY representing all streams, rivers narrower than 5m across, artificial flow paths through waterbodies, and other stream connectors or pipelines. All linear features combined into this singular dataset to create a seamless hydrography layer for display purposes. For simplicity, fields were reduced to stream names. <div style='text-align:Left;'><div><div>This dataset is a combination of 2 data projects: 1- Data were updated within NYC watershed portions using 1m resolution LiDAR and 1ft orthoimagery collected in 2009 as part of the NYS Digital Ortho Program under contract with NYCDEP under CAT-371.For NYC reservoir areas only: NYCDEP BWS GIS Staff (T. Spies) edited all artificial path and stream transitions to snap exactly to polygon edges representing NYC reservoirs, where those areas were updated by NYCDEP for correct inundation area based on spillway elevation.QA edits to NHD hydrography, including this feature class, were also made where needed based on field verification and correction of the NYCbasin1m boundary.As an additional departure from standard NHD to meet DEP’s needs, DEP GIS staff attributed all flowlines by their respective NYC reservoir basin and NYC water supply “region” as defined in the feature class “NYCbasin1m”. This was done using the “select by location” tool rather than “identity” tool, so as not to split any flowlines across boundaries. Any flowlines crossing basin boundaries in error were corrected by splitting the lines and snapping their endpoints to the appropriate spillway or basin edge instead. After these edits were made, a new geometric network was built to test and ensure all flowlines in the entire dataset were correctly connected so that they can be used for routing.2- Data was updated within portions of Ulster County outside the NYC watershed using NYS 1ft orthoimagery collected in 2013 and multiple Elevation datasets (2013 NYS DEC 1m Lidar Hudson River, 2005 NYS DEC 3m Lidar Ulster Stream Corridors, 1992 USGS 10m Digital Elevation Model (DEM)).Primary quality control was performed visually using enhanced symbology and supporting reference data. A detailed QC checklist is provided in the QC report. Specific emphasis was placed on the areas bordering the NYC Watershed and the areas encompassed by the Town of Woodstock’s local hydrography data. To the extent connections occurred, the data captured on this project was “snapped” to the corresponding locations in the NYC Watershed so that the data could be seamlessly integrated. The hydrography data from the Town of Woodstock, however, was inconsistent when applied to the data capture protocol. Many locally derived features did not appear to be supported by the source data (i.e., they did not exist) and were not included. All visual inspections were made at 1:1000 scale or better. During data capture, the Data Capture Analyst used a separate point feature class named “Flags” to identify locations where there may have been some interpretation or confusion. Later, the QC Analyst also used additional bookmarks in ArcGIS to track locations where additional investigation or interpretation was required. Finally, after an initial pass through the data, the QC Analyst evaluated and resolved all such flags and bookmarks, collaborating with the Data Capture Analyst as necessary to discuss findings and resolve questions.As data was completed, naming convention and separate storage locations were used for data management to ensure that source and modified datasets were clearly separated. In addition, a detailed QC tracking spreadsheet was used to track and manage effort on completing QC and resolving any issues.Finally, after the initial data delivery, several rounds of QC review were performed by Ulster County to include: additional visual inspection of flow line connectivity, geometric network tracking, and utility network analysisMost of the issues that were not readily apparent in the manual QC process were attributed to minor errors in data capture and discovered here. Examples include digitizing lines in the wrong direction (not downstream), existence of multi-part features, and topology errors. In all cases, issues were evaluated and resolved</div></div></div> For NYCDEP watershed - Original data developed under NYCDEP contract CAT-393 by IAGT/RACNE. QA edits and reservoir inundation polygons developed in-house by NYCDEP BWS GIS. This data packaging is owned by the New York City Department of Environmental Protection, Bureau of Water Supply, 2013. For portions of Ulster County outside the NYC watershed - Original data developed under Ulster County contract C13-00216. This data packaging is owned by the Ulster County, 2013. NHD Hydrography Stream Artificial Path Connector pipeline NYC Watershed lidar linear <div style='text-align:Left;'><div><div>NYCDEP watershed data is subject to NYCDEP GIS Data Sharing Agreement. Contact: NYCDEP BWS GIS Section Chief (tspies@dep.nyc.gov), 71 Smith Ave, Kingston, NY 12401.For portions of Ulster County outside the NYC watershed, this data is free to use and distribute. Contact: Ulster County GIS at gis@co.ulster.ny.us</div></div></div> High_Resolution_Streams 002 414448.190636 649779.390904 998794.835638 1220134.055032 1 Geographic GCS_WGS_1984 Angular Unit: Degree (0.017453) <GeographicCoordinateSystem xsi:type='typens:GeographicCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/3.0.0'><WKT>GEOGCS["GCS_WGS_1984",DATUM["D_WGS_1984",SPHEROID["WGS_1984",6378137.0,298.257223563]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433],AUTHORITY["EPSG",4326]]</WKT><XOrigin>-400</XOrigin><YOrigin>-400</YOrigin><XYScale>999999999.99999988</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>8.983152841195215e-09</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><LeftLongitude>-180</LeftLongitude><WKID>4326</WKID><LatestWKID>4326</LatestWKID></GeographicCoordinateSystem> 20220722 10524900 20220722 10524900 20150507 13411000 1.0 FALSE 150000000 5000 ItemDescription File Geodatabase Feature Class dataset EPSG 6.2(3.0.1) 0 High_Resolution_Streams Feature Class 0 OBJECTID OBJECTID OID 4 0 0 Internal feature number. 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