DVRPC's 2005 Topographic Contours (UTM Zone 18N)

BAE Systems 20061215 DVRPC's 2005 Topographic Contours (UTM Zone 18N) Mt. Laurel, NJ BAE Systems vector digital data withheld Contour lines connect a series of points of equal elevation and are used to illustrate topography, or relief, on a map. They show the height of ground above Mean Sea Level (M.S.L.). Numerous contour lines that are close together indicate hilly or mountainous terrain; when far apart, they represent a gentler slope. This data set consists of breaklines, mass points, and contours at a five foot interval for the 9-county DVRPC region in ESRI Personal Geodatabase format (UTM coordinate system Zone 18N, NAD83). Aerial topographic survey of DVRPC's 9-county region. 20050404 20050410 REQUIRED: The year (and optionally month, or month and day) for which the data set corresponds to the ground. ground condition Complete Unknown -76.137 -74.390 40.677 39.515 None Contours Topographic Contours Elevation Contours Elevation Spot Elevations Control Points DTM/DEM ISO 19115 Category imageryBaseMapsEarthCover None DVRPC Region None New Jersey, Pennsylvania None Bucks County Burlington County Camden County Chester County Delaware County Gloucester County Mercer County Montgomery County Philadelphia County Must contact DVRPC. The Delaware Valley Regional Planning Commission (DVRPC) excludes any and all implied warranties of merchantability and fitness. No guarantees are expressed or implied as to the use or application of the digital information supplied. DVRPC assumes no responsibility to maintain them in any manner or form. DVRPC will not be liable for any direct, indirect, special, incidental, or consequential damages arising out of the use or inability to use the material supplied, or arising out of any inaccuracy or defect in the digital information supplied. Recipients of DVRPC digital files are not entitled to any file revisions, updates, corrections, or new releases. Recipients of DVRPC digital files are expressly prohibited from copying or releasing these files to any other individuals or agencies, under any circumstances. Recipients of DVRPC digital files are expressly prohibited from displaying for view or making these files available for download from the Internet or World Wide Web, under any circumstances. Recipients of DVRPC digital files will credit DVRPC as the source of the data when producing maps, publications, reports, or other documents that utilize DVRPC files. Sandra Elfreth-Howery BAE Systems Project Manager mailing and physical address

124 Gaither Drive

Suite 100

Mt. Laurel NJ 08054 USA 856-793-4287 856-866-7800 sandra.elfreth-howery@baesystems.com BAE Systems ESRI ArcCatalog 9.3.1.1850 The accuracy of the ground control is confirmed by the evaluation of the results of the analytical bundle adjustment. The residuals of the final adjustment ensured compliance with NSSDA standards. The Pre Adjustment Gross Error Detection Statistical Test (Data Snooping, with a confidence level of 99.9%) has been applied to all observations included in the aerial triangulations. To detect small gross errors, during Adjustment Robust Estimators were used with the same confidence level and a power of the test of 1-beta=0.2. Systematic errors were eliminated through self calibration and through Additional Parameters. Their numerical stability, statistical significance, internal and external reliability were checked using Student-t test with the same confidence level and Variance/Co-variance analysis. Finally, the arrived variance factor was submitted to a Chi-square test against the pre-adjustment variance factor using a confidence level 99.9%. Evaluation of the DEM includes checking the terrain data for spikes and wells, omissions, and other anomalies that do not meet the project accuracy requirements. The horizontal and vertical accuracy has been tested by comparing the coordinates of well-defined points in the dataset with coordinates of the same points from an independent source of higher accuracy. All files are inspected by the Production Manager to ensure that they conform to the specified file naming conventions, all files load in their correct geographic position, all files conform to the project specifications. The data has been checked for duplicate features, correct edge matching, overshoots, undershoots, offsets, overall cartographic appearance. The data has been checked to ensure that the boundary and the content has been covered in its entirety. The horizontal accuracy standard follows the NSSDA-1998 standard. The maximum permissible RMSE for 95% of the horizontal check points for the mapping product is 5 feet or better. The DEM data meets the required vertical accuracy necessary to ensure that the contours meet NMAS for 1"=200', 5' CI mapping. BAE Systems 20000401 GPS Photo Control Survey CD-ROM 20000401 ground condition GPS Ground Control To be utilized in the analytical aerotriangulation process. All horizontal and vertical control was prepared under the supervision of licensed Professional Land Surveyors. Earth Data International 20050410 Digital Color Aerial Photography remote-sensing image 2400 disc 20050404 20050410 ground condition Aerial Photography Color Aerial photography to be used in the creation of digital orthophotos. Horizontal and Vertical control points were acquired utilizing GPS collection techniques. All control was prepared under the supervision of licensed Professional Land Surveyors. 20000401 withheld Color aerial imagery captured with the Leica ADS40 digital camera system and PAV30 gyro stabilized mount. The photography was captured at a flying height of 9,500' utilizing GPS and IMU technology and conforms to ASPRS's Draft Aerial Photography Standards (1995). 20050416 withheld The airborne GPS data were processed and integrated with the IMU. The results were imported into the ISTAR system for use in the aerotriangulation. The ADS40 imagery was downloaded onto the server and brought over to the UNIX based ISTAR system. The ground control was used in conjunction with the processed ABGPS results for the aerotriangulation. The properly formatted ISTAR results were used for subsequent processing. withheld withheld 20050601 withheld The procedure utilized for the development of the DTM/DEM consisted of experienced photogrammetric technicians manually collecting masspoints and breaklines at a sufficient density that will ensure accurate generation of five foot contours as stated in the project specifications. Existing "Contour Grade DEMs" were available from previous Chester County and City of Philadelphia projects. These DEMs were reviewed and updated as necessary to reflect the terrain conditions of the new 2005 imagery to insure that the resulting contours meet NMAS for 1"=200', 5' CI mapping. withheld withheld 20061115 withheld Five foot contours were generated from the DEM using 3D Analyst in ArcMap. The contours were re-projected to UTM, Zone 18, NAD83, meters. The contour values have a metric equivalent of the state plane, feet generated contours. Spot elevation labels were also converted to their metric equivalent. withheld withheld withheld 20061215 withheld Metadata imported. withheld 20070928 16524900 Vector Simple FALSE 326087 TRUE FALSE row and column 0.300000 0.300000 meters North American Datum of 1983 Geodetic Reference System 80 6378137.000000 298.257222 North American Vertical Datum of 1988 .001 Attribute values All features were captured in conformance with accepted photogrammetric mapping procedures. This data set contains the following features: breakline, digital_elevation_model_point, control_point, obscured_area, elevation_contour_line, spot_elevation_point. Where applicable, all data conforms to the Proposal for 2005 Aerial Photography Project presented to the Delaware Valley Regional Planning Commission August 5, 2004. DVRPC_2005_5ft_Contours Feature Class 326087 FID FID OID 4 0 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. SHAPE Feature geometry. ESRI Coordinates defining the features. Shape Geometry 0 0 0 cntr_typ_d CNTR_TYP_D String 16 0 0 elevation ELEVATION Double 19 0 0 SHAPE_LEN SHAPE_LEN Double 19 0 0 Delaware Valley Regional Planning Commission Glenn McNichol Senior GIS Specialist mailing and physical address

190 N. Independence Mall West

8th Floor

Philadelphia PA 19106 USA 215-592-1800 215-592-9125 gmcnichol@dvrpc.org Recipients of DVRPC digital files are expressly prohibited from copying or releasing these files to any other individuals or agencies, under any circumstances. Recipients of DVRPC digital files are expressly prohibited from displaying for view or making these files available for download from the Internet or World Wide Web, under any circumstances. Downloadable Data 20070807 BAE Systems William Kunkle Geospatial Lead Technician mailing and physical address

124 Gaither Drive

Suite 100

Mt. Laurel NJ 08054 USA 856-793-4277 856-866-7800 william.kunkle@baesystems.com FGDC Content Standards for Digital Geospatial Metadata FGDC-STD-001-1998 local time DVRPC_2005_5ft_Contours 402601.382000 552344.098200 4373956.987100 4495271.636800 1 002 1012.554 Projected GCS_North_American_1983 Linear Unit: Meter (1.000000) NAD_1983_UTM_Zone_18N <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' 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/10.5'><WKT>PROJCS["NAD_1983_UTM_Zone_18N",GEOGCS["GCS_North_American_1983",DATUM["D_North_American_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Transverse_Mercator"],PARAMETER["False_Easting",500000.0],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-75.0],PARAMETER["Scale_Factor",0.9996],PARAMETER["Latitude_Of_Origin",0.0],UNIT["Meter",1.0],AUTHORITY["EPSG",26918]]</WKT><XOrigin>-5120900</XOrigin><YOrigin>-9998100</YOrigin><XYScale>450445547.3910538</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>26918</WKID><LatestWKID>26918</LatestWKID></ProjectedCoordinateSystem> 20190703 09575300 20190703 10015200 1.0 50000 5000 20190625 14142200 FGDC CSDGM Metadata FALSE FGDC William Kunkle BAE Systems Geospatial Lead Technician 856-793-4277 856-866-7800 Suite 100 124 Gaither Drive Mt. Laurel NJ 08054 US william.kunkle@baesystems.com 20190703 ArcGIS Metadata 1.0 Glenn McNichol Delaware Valley Regional Planning Commission Senior GIS Specialist 215-592-1800 215-592-9125 190 N. Independence Mall West 8th Floor Philadelphia PA 19106 US gmcnichol@dvrpc.org withheld 1012.554 Shapefile DVRPC 2005 5 Foot Interval Elevation Contours 2006-12-15 BAE Systems BAE Systems Mt. Laurel, NJ vector digital data <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>An elevation or topgraphic contour is a line that connects a series of points of equal elevation and is used to illustrate topography, or relief, on a map. It shows the height of ground above Mean Sea Level (M.S.L.). Numerous contour lines that are close together indicate hilly or mountainous terrain; when far apart, they represent a gentler slope. This layer consists of contours at a five foot interval for DVRPC's 9-county region and was generated from an aerial topographic survey in 2005.</SPAN></P><P><SPAN>The Delaware Valley Regional Planning Commission's (DVRPC) 9-county region is made up of the following: Bucks, Chester, Delaware, Montgomery, and Philadelphia counties in Pennsylvania; and Burlington, Camden, Gloucester, and Mercer counties in New Jersey.</SPAN></P><P><SPAN /></P></DIV></DIV></DIV> To be used for planning purposes. BAE Systems Sandra Elfreth-Howery BAE Systems Project Manager 856-793-4287 856-866-7800 124 Gaither Drive Suite 100 Mt. Laurel NJ 08054 US sandra.elfreth-howery@baesystems.com Delaware County Mercer County Camden County Bucks County Chester County Montgomery County Philadelphia County Gloucester County Burlington County New Jersey Pennsylvania DVRPC Region ISO 19115 Category imageryBaseMapsEarthCover Contours Elevation Contours DTM/DEM Elevation Topographic Contours Spot Elevations Control Points elevation data Recipients of DVRPC digital files are expressly prohibited from copying or releasing these files to any other individuals or agencies, under any circumstances. Recipients of DVRPC digital files are expressly prohibited from displaying for view or making these files available for download from the Internet or World Wide Web, under any circumstances. Must contact DVRPC. <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>The Delaware Valley Regional Planning Commission (DVRPC) excludes any and all implied warranties of merchantability and fitness. No guarantees are expressed or implied as to the use or application of the digital information supplied. DVRPC assumes no responsibility to maintain them in any manner or form. DVRPC will not be liable for any direct, indirect, special, incidental, or consequential damages arising out of the use or inability to use the material supplied, or arising out of any inaccuracy or defect in the digital information supplied. Recipients of DVRPC digital files are not entitled to any file revisions, updates, corrections, or new releases. Recipients of DVRPC digital files are expressly prohibited from copying or releasing these files to any other individuals or agencies, under any circumstances. Recipients of DVRPC digital files are expressly prohibited from displaying for view or making these files available for download from the Internet or World Wide Web, under any circumstances. Recipients of DVRPC digital files will credit DVRPC as the source of the data when producing maps, publications, reports, or other documents that utilize DVRPC files.</SPAN></P></DIV></DIV></DIV> Esri ArcGIS 10.5.1.7333 -76.137 -74.39 39.515 40.677 ground condition 2005-04-04 2005-04-10 1 -76.151208 -74.381274 40.608260 39.509729 All files are inspected by the Production Manager to ensure that they conform to the specified file naming conventions, all files load in their correct geographic position, all files conform to the project specifications. The data has been checked for duplicate features, correct edge matching, overshoots, undershoots, offsets, overall cartographic appearance. The data has been checked to ensure that the boundary and the content has been covered in its entirety. The accuracy of the ground control is confirmed by the evaluation of the results of the analytical bundle adjustment. The residuals of the final adjustment ensured compliance with NSSDA standards. The Pre Adjustment Gross Error Detection Statistical Test (Data Snooping, with a confidence level of 99.9%) has been applied to all observations included in the aerial triangulations. To detect small gross errors, during Adjustment Robust Estimators were used with the same confidence level and a power of the test of 1-beta=0.2. Systematic errors were eliminated through self calibration and through Additional Parameters. Their numerical stability, statistical significance, internal and external reliability were checked using Student-t test with the same confidence level and Variance/Co-variance analysis. Finally, the arrived variance factor was submitted to a Chi-square test against the pre-adjustment variance factor using a confidence level 99.9%. Evaluation of the DEM includes checking the terrain data for spikes and wells, omissions, and other anomalies that do not meet the project accuracy requirements. The horizontal and vertical accuracy has been tested by comparing the coordinates of well-defined points in the dataset with coordinates of the same points from an independent source of higher accuracy. The horizontal accuracy standard follows the NSSDA-1998 standard. The maximum permissible RMSE for 95% of the horizontal check points for the mapping product is 5 feet or better. The DEM data meets the required vertical accuracy necessary to ensure that the contours meet NMAS for 1"=200', 5' CI mapping. To be utilized in the analytical aerotriangulation process. All horizontal and vertical control was prepared under the supervision of licensed Professional Land Surveyors. GPS Photo Control Survey GPS Ground Control 2000-04-01 BAE Systems ground condition 2000-04-01 Color Aerial photography to be used in the creation of digital orthophotos. 2400 Digital Color Aerial Photography Aerial Photography 2005-04-10 Earth Data International remote-sensing image ground condition 2005-04-04 2005-04-10 Horizontal and Vertical control points were acquired utilizing GPS collection techniques. All control was prepared under the supervision of licensed Professional Land Surveyors. 2000-04-01 GPS Ground Control Color aerial imagery captured with the Leica ADS40 digital camera system and PAV30 gyro stabilized mount. The photography was captured at a flying height of 9,500' utilizing GPS and IMU technology and conforms to ASPRS's Draft Aerial Photography Standards (1995). 2005-04-16 Aerial Photography The airborne GPS data were processed and integrated with the IMU. The results were imported into the ISTAR system for use in the aerotriangulation. The ADS40 imagery was downloaded onto the server and brought over to the UNIX based ISTAR system. The ground control was used in conjunction with the processed ABGPS results for the aerotriangulation. The properly formatted ISTAR results were used for subsequent processing. 2005-06-01 GPS Ground Control Aerial Photography Analytical Aerotriangulation The procedure utilized for the development of the DTM/DEM consisted of experienced photogrammetric technicians manually collecting masspoints and breaklines at a sufficient density that will ensure accurate generation of five foot contours as stated in the project specifications. Existing "Contour Grade DEMs" were available from previous Chester County and City of Philadelphia projects. These DEMs were reviewed and updated as necessary to reflect the terrain conditions of the new 2005 imagery to insure that the resulting contours meet NMAS for 1"=200', 5' CI mapping. 2006-11-15 Aerial Photography Analytical Aerotriangulation DEM Five foot contours were generated from the DEM using 3D Analyst in ArcMap. The contours were re-projected to UTM, Zone 18, NAD83, meters. The contour values have a metric equivalent of the state plane, feet generated contours. Spot elevation labels were also converted to their metric equivalent. 2006-12-15 Aerial Photography DEM Analytical Aerotriangulation Topography original metadata PD94bWwgdmVyc2lvbj0iMS4wIiBlbmNvZGluZz0idXRmLTgiPz4NCjxtZXRhZGF0YT4NCiAgPGlk aW5mbz4NCiAgICA8Y2l0YXRpb24+DQogICAgICA8Y2l0ZWluZm8+DQogICAgICAgIDxvcmlnaW4+ QkFFIFN5c3RlbXM8L29yaWdpbj4NCiAgICAgICAgPHB1YmRhdGU+MjAwNjEyMTU8L3B1YmRhdGU+ DQogICAgICAgIDx0aXRsZT5EVlJQQydzIDIwMDUgVG9wb2dyYXBoaWMgQ29udG91cnMgKFVUTSBa b25lIDE4Tik8L3RpdGxlPg0KICAgICAgICA8cHViaW5mbz4NCiAgICAgICAgICA8cHVicGxhY2U+ TXQuIExhdXJlbCwgTko8L3B1YnBsYWNlPg0KICAgICAgICAgIDxwdWJsaXNoPkJBRSBTeXN0ZW1z PC9wdWJsaXNoPg0KICAgICAgICA8L3B1YmluZm8+DQogICAgICAgIDxnZW9mb3JtPnZlY3RvciBk aWdpdGFsIGRhdGE8L2dlb2Zvcm0+DQogICAgICAgIDxvbmxpbms+XFxkdnJwY19maWxlc3J2XHZl cmlmaWVkX2Jhc2VfbGF5ZXJzXElNQUdFUllfRUxFVkFUSU9OXERWUlBDX0VsZXZhdGlvbi5nZGI8 L29ubGluaz4NCiAgICAgIDwvY2l0ZWluZm8+DQogICAgPC9jaXRhdGlvbj4NCiAgICA8ZGVzY3Jp 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