20070504 09344200 FALSE 20250430 09151000 {117AF466-8C9E-4258-853B-FF6BEA3F5AB3} 20250430 09151000 Contour_2ft 002 0.000 Projected GCS_NAD_1983_2011 Linear Unit: Foot_US (0.304801) NAD_1983_2011_StatePlane_Pennsylvania_South_FIPS_3702_Ft_US <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/3.3.0'><WKT>PROJCS[&quot;NAD_1983_2011_StatePlane_Pennsylvania_South_FIPS_3702_Ft_US&quot;,GEOGCS[&quot;GCS_NAD_1983_2011&quot;,DATUM[&quot;D_NAD_1983_2011&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Lambert_Conformal_Conic&quot;],PARAMETER[&quot;False_Easting&quot;,1968500.0],PARAMETER[&quot;False_Northing&quot;,0.0],PARAMETER[&quot;Central_Meridian&quot;,-77.75],PARAMETER[&quot;Standard_Parallel_1&quot;,39.93333333333333],PARAMETER[&quot;Standard_Parallel_2&quot;,40.96666666666667],PARAMETER[&quot;Latitude_Of_Origin&quot;,39.33333333333334],UNIT[&quot;Foot_US&quot;,0.3048006096012192],AUTHORITY[&quot;EPSG&quot;,6565]]</WKT><XOrigin>-119214200</XOrigin><YOrigin>-96198500</YOrigin><XYScale>37163717.489134133</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.0032808333333333331</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>103142</WKID><LatestWKID>6565</LatestWKID></ProjectedCoordinateSystem> mailing and physical address
PAMAP Program
Middletown PA 17057 USA PAMAP Program, PA Department of Conservation and Natural Resources, Bureau of Topographic and Geologic Survey Director (717) 702-2017 RA-PAMAP@state.pa.us 0800-1630 PAMAP Program, PA Department of Conservation and Natural Resources, Bureau of Topographic and Geologic Survey 20070504 PAMAP Program Topographic Contours (2 ft Interval) of Pennsylvania Middletown, PA PAMAP Program, PA Department of Conservation and Natural Resources, Bureau of Topographic and Geologic Survey 41001550PAS_cont vector digital data DEM None contours topography LiDAR None Pennsylvania Allegheny County Armstrong County Cambria County Indiana County Westmoreland County This dataset, produced by the PAMAP Program, consists of topographic contours mapped at an interval of 2 feet. Contours were derived from a bare-earth digital elevation model constructed from PAMAP LiDAR (Light Detection and Ranging) elevation points. PAMAP data are organized into blocks, which do not have gaps or overlaps, that represent 10,000 feet by 10,000 feet on the ground. The coordinate system for blocks in the northern half of the state is Pennsylvania State Plane North (datum:NAD83, units: feet); blocks in the southern half of the state are in Pennsylvania State Plane South. A block name is formed by concatenating the first four digits of the State Plane northing and easting defining the block's northwest corner, the State identifier "PA", and the State Plane zone designator "N" or "S" (e.g. 45001210PAS). General-purpose aerial topographic survey of the Commonwealth of Pennsylvania. Topographic data are useful for a variety of scientific and resource management applications such as hydrologic modeling, resource monitoring, mapping, global change research, and landscape visualization. en 20060406 20060430 ground condition Complete Unknown -79.253802 -79.217279 40.449498 40.421591 1550000.000002 1560000.000002 399999.999992 409999.999992 0.000000 1246.000000 The Originator, Publisher and Distributor exclude any and all implied warranties and make no warranty or representation with respect to the data files or accompanying documentation, including quality, performance, merchantability or fitness for a particular purpose. These data files and documentation are provided 'as is' and the User assumes the entire risk as to their quality and performance. The Originator and Publisher, as indicated in the metadata, should be clearly cited in any product derived from this data. Any modifications to this data must be described in any digital or hardcopy product derived from this data. ESRI 3D Shapefile None PAMAP Program, Bureau of Topographic and Geologic Survey, PA Department of Conservation and Natural Resources ESRI ArcCatalog 9.2.1.1332 Horizontal and Vertical control points were acquired utilizing GPS collection techniques. All control was prepared under the supervision of licensed Professional Land Surveyors. 20060424 withheld Aerial photography utilizing airborne GPS techniques was acquired with 60% forward overlap and 30% sidelap at an altitude of 9600' AMT producing a negative scale of 1" = 1600'. Aerial photography was exposed on color negative aerial film. 20060419 withheld Softcopy aerotriangulation utilizes the GPS ground control, airborne GPS data, and image coordinate measurements which are run through bundle block adjustment software computing the exterior orientation parameters for each image of the photogrammetric project. The original aerial film was scanned utilizing a precision photogrammetric scanner at a resolution of 12.5 microns. Using these scans the aerotriangulation process employs a rigorous mathematical model which detects measurement errors, and corrects for systematic image distorion, film shrikage, atmospheric refraction and camera lens distortions. The final bundle adjustment results are inspected to ensure that the RMSE meets the required 1 part in 10000. withheld 20061023 withheld withheld LiDAR collection and processing generally adhered to FEMA Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix A: Guidance for Aerial Mapping & Surveying, Section A.8: Airborne Light Detection and Ranging (LiDAR) Surveys. Raw LiDAR data was collected using a sensor equipped with an airborne GPS/IMU system. Flight lines with a 30% sidelap were flown with a nominal average LiDAR point spacing of 1.4 meters using a 43 degree field of view (full angle) at a laser pulse rate of 40.6 kHz. The raw LiDAR data is processed and filtered to remove LiDAR points on elevated features such as vegetation, buildings, cars, etc. in order to create a bare earth surface meeting the accuracies required for orthophoto and contour generation. 20070115 withheld withheld withheld To supplement the LiDAR data, photogrammetrically compiled breaklines are collected along various planimetric features and significant breaks in grade. The processed LiDAR data is combined and integrated with these breaklines to generate a final terrain surface of the project area. This surface was then used to support the accurate generation of the orthophotos and 2' contours. withheld 20070116 withheld withheld withheld The DEM was used to create contours at a two foot interval in Microstation format. The contour types include index, index depression, intermediate, and intermediate depression contours. The contours were then exported in DXF format for conversion to ESRI 3D Shapefiles. Topology checks are performed to find errors in edgematching, dangles, and intersections. 20070503 withheld withheld GPS Photo Control Survey RETTEW Associates, Inc. 20060424 CD-ROM GPS Ground Control GPS control points are used to support the acquisition of the imagery and LiDAR data. Photo identifiable ground control points (panels) based on the control plan are utilized in the analytical aerotriangulation process. A number of "blind-point" panels were established and used during the QA/QC check of the orthophotos, LiDAR data and contour information. All horizontal and vertical control was prepared under the supervision of licensed Professional Land Surveyors. 20060424 ground condition Color Aerial Photography remote-sensing image 20060419 Photo Science, Inc. 19200 filmstrip Aerial Photography Color aerial photography to be used in the creation of digital orthophotos, breaklines, and topographic contours. 20060316 20060419 ground condition LiDAR Photo Science, Inc. 20060430 disc 20060406 20060430 ground condition Raw LiDAR LiDAR elevation data used in the creation of the terrain surface. Metadata imported. withheld 20070504 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%) have 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 C was submitted to a Chi-square test against the pre-adjustment variance factor using a confidence level 99.9%. During the scanning of the original aerial film, the image histogram for each frame is carefully examined to ensure that the image has been scanned so that the minimum and maximum brightness values are captured to eliminate any loss of detail due to saturation of dark or light areas. The LiDAR flying height, field of view, laser repetition rate, aircraft speed, and the maximum baseline distances from the aerial platform to the ground based GPS stations have been fine tuned to ensure an RMSEz of the processed data at the 18.5 cm level for the base earth surface as required by the FEMA guidelines. See the PAMAP Technical Proposal dated January 11, 2006 for further QA/QC procedures. 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 for file standard and content. All files are visually inspected for completeness to ensure that no gaps or misplacement exists in the data. The files have 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 vertical accuracy will meet the requirements of NSSDA at the 95% confidence interval (1.96 x RMSE). 20070504 mailing and physical address
PAMAP Program
Middletown PA 17057 USA Director (717) 702-2017 RA-PAMAP@state.pa.us PAMAP Program, PA Department of Conservation and Natural Resources, Bureau of Topographic and Geologic Survey FGDC Content Standards for Digital Geospatial Metadata FGDC-STD-001-1998 en local time 20250430 mailing and physical address
Pennsylvania Spatial Data Access (PASDA)
Penn State Institutes of Energy and the Environment
115 Land and Water Building
University Park PA 16802 USA Pennsylvania Spatial Data Access (PASDA) 814-863-0104 pasda@psu.edu The USER shall indemnify, save harmless, and, if requested, defend those parties involved with the development and distribution of this data, their officers, agents, and employees from and against any suits, claims, or actions for injury, death, or property damage arising out of the use of or any defect in the FILES or any accompanying documentation. Those parties involved with the development and distribution excluded any and all implied warranties, including warranties or merchantability and fitness for a particular purpose and makes no warranty or representation, either express or implied, with respect to the FILES or accompanying documentation, including its quality, performance, merchantability, or fitness for a particular purpose. The FILES and documentation are provided "as is" and the USER assumes the entire risk as to its quality and performance. Those parties involved with the development and distribution of this data will not be liable for any direct, indirect, special, incidental, or consequential damages arising out of the use or inability to use the FILES or any accompanying documentation. Downloadable Data 27.540 27.540 Vector Simple FALSE 0 FALSE TRUE North American Datum of 1983 Geodetic Reference System 80 6378137.000000 298.257222 GCS_North_American_1983 NAD_1983_StatePlane_Pennsylvania_South_FIPS_3702_Feet coordinate pair survey feet 0.000000 0.000000 Explicit elevation coordinate included with horizontal coordinates 0.000000 This shapefile contains contour lines at a two foot interval. The attribute ELEVATION contains the Z value of the contour line. The attribute CONTOUR_TY describes the contour type: Index Contours Index Depression Contours Intermediate Contours Intermediate Depression Contours Where applicable, all data conforms to the PAMAP Technical Proposal dated January 11, 2006. Contour_2ft Feature Class 0 FID FID OID 4 0 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. Shape Shape Geometry 0 0 0 Feature geometry. ESRI Coordinates defining the features. 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