05/2011 Impervious_Surfaces_2011 1.0 vector digital data Augusta, GA City of Augusta withheld Impervious_Surfaces_2011 City of Augusta IT-GIS Department Kucera International Inc. This metadata record describes the impervious surface data in the City of Augusta. The data was produced using the Edge of Pavement data created by Kucera for the City of Augusta and wider Richmond County, GA in 2007 with some edits done to account for recent changes to surfaces. To provide the general public and other city departments with impervious surface data inside the Richmond County boundaries. en 20070319 ground condition Complete As needed -82.298778 -81.848811 33.551908 33.223090 615918.750059 753002.312559 1172522.875111 1292015.069486 Impervious Surface Impervious Surface Augusta Blythe Georgia Hephzibah Richmond County None None William J. Yates City of Augusta Information Technology GIS GIS Project Leader mailing and physical
530 Greene St. Annex 101
Augusta GA 30901 U.S. 706-821-2864 706-826-4753 Yates@augustaga.gov 0830-1700 M-F, EST ESRI ArcCatalog 9.3.1.3000 Feature Class Compliance with the accuracy standard was ensured by the placement of GPS ground control prior to the acquisition of aerial imagery. The following checks were performed: 1. The ground control and airborne GPS/INS data stream were validated through an aerotriangulation bundle adjustment using Leica's ORIMA and CAP-A software. The residuals of the adjustment met the required standards with the results fully outlined in an AT report. 2. Digital orthophotography was validated through a visual inspection of control points, edge matching and general image quality. The following methods were used to ensure image quality: 1. Use of targeted ground control during image acquisition. 2. Use of GPS/INS during image acquisition. 3. Checking of controls against ortho product. 4. Post ortho accuracy approval checks for overall image quality (tone, color balance, etc.). This image complies with ASPRS Class I horizontal accuracy standards. It has been tested at 95% confidence level to have an RMS positional displacement within 1' of well defined ground features in unobscured areas. Does not apply to vertical surface features, such as structures, appearing in the digital orthophotography due to inherent lean. Tested horizontal RMSE on controls within the project area is 0.52'. There is no vertical component for orthos. Kucera International Inc. Unpublished material Aerial photography 1.0 Remote-sensing image None None disc 20070319 20070318 20070306 20070218 ground condition IMG The aerial imagery was captured with a Leica Geosystems ADS40 digital camera. The ADS40 uses a 'pushbroom' method of data collection with different sensors using forward, rearward and nadir orientations along planned flightlines. This results in one image per sensor for each flightline. The aerial images are used to AT the project and the production of orthophotos. Kirby Geodetic Services Unpublished material Ground control 1.0 Vector digital data None None disc 200702 Ground condition CONT Targeted ground control is used to create a digital control file and control report as well as QC check of ortho accuracy. Predefined points (usually NGS) within the county are targeted, making the points visible in the photography. These points along with their precise coordinates are used in the AT process and to check the horizontal accuracy of the resulting orthophotos. Kucera International Inc. Unpublished material Digital elevation model 1.0 Vector digital data None None disc 20070120 Ground condition DEM The DEM was produced by Kucera from a new LiDAR survey of the project area with 25' grid spacing. The DEM is used in the orthophoto production process. Kucera International Inc. Unknown Tile definition 1.0 Vector digital data none none disc 200703 Ground condition TLDEF The tile definition is used to cut rectified imagery into manageable, usable images. It references NAD83 SPCS for Georgia East. Each tile is 2000' x 3000'. Kucera International Inc. Unpublished material Orthorectified imagery 1.0 Remote-sensing image None None disc 2007 Ground condition OIMG1 This first level of orthorectified images are the product of using the AT solution and the DEM in GPRO. They are large 4GB swaths that have yet to be mosaicked into manageable tiled orthos. Kucera International Inc. Unpublished material Tiled Orthophoto 1.0 Remote-sensing image None None 2400 disc, DVD or online 2007 Ground condition OIMG2 The tiled orthophoto is the result of mosaicking orthorectified imagery and using the tile definition to cut into manageable, usable orthophotos. At selected locations throughout the site, accurate GPS coordinates and elevations are surveyed and the points are marked with targets which will be visible in the aerial photography. withheld 2007 withheld New digital, color aerial imagery of the site is acquired using the Leica ADS40 camera. Airborne GPS/IMU data is recorded along with the imagery withheld 2007 withheld Imagery and GPS/IMU data is downloaded from disc on the plane to disc on the ground. GPS/IMU mission data is processed together with simultaneously collected ground-based GPS base station data in forward and reverse directions. This precisely determines the aerial camera's position and orientation in the terrain (project) coordinate system and allows for correct orientation of the imagery. withheld 2007 withheld Using the processed GPS/IMU data and correctly oriented imagery, a bundle adjustment is computed (AT) in Leica Geosystems ORIMA/CAP-A software. withheld 2007 withheld Orthorectified imagery is produced using Leica Geosystems GPRO software. They are large 4GB swaths that have yet to be mosaicked into manageable tiled orthos. withheld 2007 withheld Orthorectified imagery is mosaicked, locally color-balanced and cut to the tile definition boundaries using Stellacore OrthoVista software. The tiled orthos are checked for accuracy against the surveyed ground control before further image editing. withheld 2007 withheld Tiled orthophotos then go through a rigorous manual QC process to evaluate for remaining hotspots (sun reflectance over water), tone quality, color balance and the feathering area between flightlines. Any imperfections at this point are manually edited. If necessary, the tiled images are then converted to required format. All images are either recorded on DVD, transferred to HD or posted on FTP for client access. withheld 2007 withheld Metadata imported. withheld 20100706 11425400 Metadata imported. withheld 20100706 11455400 Metadata imported. withheld 20100824 14491300 Metadata imported. withheld 20110523 15183900 Vector Simple FALSE 0 TRUE FALSE coordinate pair 0.000625 0.000625 survey feet North American Datum of 1983 Geodetic Reference System 80 6378137.000000 298.257222 GCS_North_American_1983 NAD_1983_StatePlane_Georgia_East_FIPS_1001_Feet North American Vertical Datum of 1988 1.000000 U.S. Feet Explicit elevation coordinate included with horizontal coordinates Impervious_Surfaces Feature Class 0 OBJECTID Internal feature number. ESRI Sequential unique whole numbers that are automatically generated. OBJECTID OID 4 10 0 Type Type of Surface Integer 4 10 0 Shape Feature geometry. ESRI Coordinates defining the features. Shape Geometry 8 0 0 Parking 1 Driveway 4 Gutter 5 Runway 6 GlobalID GlobalID GlobalID 38 0 0 Building 30 Building Under Construction 31 Shape.STArea() Shape.STArea() Double 0 0 0 Shape.STLength() Shape.STLength() Double 0 0 0 Miscellaneous 32 Ruins 33 Shed 34 Tank 35 Right of Way 20 ROW Impervious Island 21 Sidewalk 7 Building Foundation 36 William J. Yates City of Augusta Information Technology GIS GIS Project Leader mailing and physical
530 Greene St. Annex 101
Augusta GA 30901 U.S. 706-821-2864 706-826-4753 Yates@augustaga.gov 0830-1700 M-F, EST City of Augusta and wider Richmond County, GA 1:2400, 0.5' pixel digital color orthophotography (2007) City of Augusta, GA provides the geographic data "as is". This organization makes no guarantee or warranty concerning the accuracy of information contained in the geographic data. Also, this organization makes no warranty, either expressed or implied, regarding the condition of the product or its fitness for any particular purpose. The burden for determining fitness for use lies entirely with the user. Although these files have been processed successfully on computers at this organization, no warranty is made by this organization regarding the use of these data on any other system, nor does the fact of distribution constitute or imply such a warranty. unknown unknown unknown unknown 20120109 20080408 William J. Yates City of Augusta Information Technology GIS GIS Project Leader mailing and physical
530 Greene St. Annex 101
Augusta GA 30901 U.S. 706-821-2864 706-826-4753 Yates@augustaga.gov 0830-1700 M-F, EST FGDC Content Standards for Digital Geospatial Metadata FGDC-STD-001-1998 local time http://www.esri.com/metadata/esriprof80.html ESRI Metadata Profile http://www.esri.com/metadata/esriprof80.html ESRI Metadata Profile http://www.esri.com/metadata/esriprof80.html ESRI Metadata Profile en 20171217 19125300 FALSE 20240528 12395300 20240528 12395300 Impervious_Surfaces 615918.750059 753002.312559 1172522.875111 1288390.518861 1 002 Projected GCS_North_American_1983 Linear Unit: Foot_US (0.304801) NAD_1983_StatePlane_Georgia_East_FIPS_1001_Feet <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/3.1.0'><WKT>PROJCS[&quot;NAD_1983_StatePlane_Georgia_East_FIPS_1001_Feet&quot;,GEOGCS[&quot;GCS_North_American_1983&quot;,DATUM[&quot;D_North_American_1983&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Transverse_Mercator&quot;],PARAMETER[&quot;False_Easting&quot;,656166.6666666665],PARAMETER[&quot;False_Northing&quot;,0.0],PARAMETER[&quot;Central_Meridian&quot;,-82.16666666666667],PARAMETER[&quot;Scale_Factor&quot;,0.9999],PARAMETER[&quot;Latitude_Of_Origin&quot;,30.0],UNIT[&quot;Foot_US&quot;,0.3048006096012192],AUTHORITY[&quot;EPSG&quot;,2239]]</WKT><XOrigin>-17790499.996815722</XOrigin><YOrigin>-43703499.996139474</YOrigin><XYScale>1600</XYScale><ZOrigin>0</ZOrigin><ZScale>1</ZScale><MOrigin>0</MOrigin><MScale>1</MScale><XYTolerance>0.02</XYTolerance><ZTolerance>2.0000000000000002e-05</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>102666</WKID><LatestWKID>2239</LatestWKID></ProjectedCoordinateSystem> 1.0 50000 5000 FGDC CSDGM Metadata William J. Yates City of Augusta Information Technology GIS GIS Project Leader 706-821-2864 706-826-4753 530 Greene St. Annex 101 Augusta GA 30901 U.S. Yates@augustaga.gov 0830-1700 M-F, EST ArcGIS Metadata 1.0 William J. Yates City of Augusta Information Technology GIS GIS Project Leader 706-821-2864 706-826-4753 530 Greene St. Annex 101 Augusta GA 30901 U.S. Yates@augustaga.gov 0830-1700 M-F, EST City of Augusta and wider Richmond County, GA 1:2400, 0.5' pixel digital color orthophotography (2007) Enterprise Geodatabase Feature Class 1.0 Kucera International Inc. City of Augusta Augusta, GA City of Augusta IT-GIS Department Impervious_Surfaces This metadata record describes the impervious surface data in the City of Augusta. The data was produced using the Edge of Pavement data created by Kucera for the City of Augusta and wider Richmond County, GA in 2007 with some edits done to account for recent changes to surfaces. To provide the general public and other city departments with impervious surface data inside the Richmond County boundaries. William J. Yates City of Augusta Information Technology GIS GIS Project Leader 706-821-2864 706-826-4753 530 Greene St. Annex 101 Augusta GA 30901 U.S. Yates@augustaga.gov 0830-1700 M-F, EST Hephzibah Blythe Richmond County Augusta Georgia Surface Impervious Impervious Surface Hephzibah Blythe Richmond County Surface Impervious Impervious Surface Augusta Georgia City of Augusta, GA provides the geographic data "as is". This organization makes no guarantee or warranty concerning the accuracy of information contained in the geographic data. Also, this organization makes no warranty, either expressed or implied, regarding the condition of the product or its fitness for any particular purpose. The burden for determining fitness for use lies entirely with the user. Although these files have been processed successfully on computers at this organization, no warranty is made by this organization regarding the use of these data on any other system, nor does the fact of distribution constitute or imply such a warranty. ground condition 2007-03-19 Esri ArcGIS 13.1.5.41833 1 -82.298763 -81.848847 33.541946 33.223090 Last metadata review date: 20080408 Compliance with the accuracy standard was ensured by the placement of GPS ground control prior to the acquisition of aerial imagery. The following checks were performed: 1. The ground control and airborne GPS/INS data stream were validated through an aerotriangulation bundle adjustment using Leica's ORIMA and CAP-A software. The residuals of the adjustment met the required standards with the results fully outlined in an AT report. 2. Digital orthophotography was validated through a visual inspection of control points, edge matching and general image quality. The following methods were used to ensure image quality: 1. Use of targeted ground control during image acquisition. 2. Use of GPS/INS during image acquisition. 3. Checking of controls against ortho product. 4. Post ortho accuracy approval checks for overall image quality (tone, color balance, etc.). This image complies with ASPRS Class I horizontal accuracy standards. It has been tested at 95% confidence level to have an RMS positional displacement within 1' of well defined ground features in unobscured areas. Does not apply to vertical surface features, such as structures, appearing in the digital orthophotography due to inherent lean. Tested horizontal RMSE on controls within the project area is 0.52'. There is no vertical component for orthos. New digital, color aerial imagery of the site is acquired using the Leica ADS40 camera. Airborne GPS/IMU data is recorded along with the imagery 2007-01-01 None IMG At selected locations throughout the site, accurate GPS coordinates and elevations are surveyed and the points are marked with targets which will be visible in the aerial photography. 2007-01-01 None CONT Orthorectified imagery is mosaicked, locally color-balanced and cut to the tile definition boundaries using Stellacore OrthoVista software. The tiled orthos are checked for accuracy against the surveyed ground control before further image editing. 2007-01-01 OIMG1, CONT OIMG2 Using the processed GPS/IMU data and correctly oriented imagery, a bundle adjustment is computed (AT) in Leica Geosystems ORIMA/CAP-A software. 2007-01-01 IMG, CONT None Orthorectified imagery is produced using Leica Geosystems GPRO software. They are large 4GB swaths that have yet to be mosaicked into manageable tiled orthos. 2007-01-01 IMG, DEM OIMG1 Imagery and GPS/IMU data is downloaded from disc on the plane to disc on the ground. GPS/IMU mission data is processed together with simultaneously collected ground-based GPS base station data in forward and reverse directions. This precisely determines the aerial camera's position and orientation in the terrain (project) coordinate system and allows for correct orientation of the imagery. 2007-01-01 IMG IMG Tiled orthophotos then go through a rigorous manual QC process to evaluate for remaining hotspots (sun reflectance over water), tone quality, color balance and the feathering area between flightlines. Any imperfections at this point are manually edited. If necessary, the tiled images are then converted to required format. All images are either recorded on DVD, transferred to HD or posted on FTP for client access. 2007-01-01 OIMG2 OIMG2 This first level of orthorectified images are the product of using the AT solution and the DEM in GPRO. They are large 4GB swaths that have yet to be mosaicked into manageable tiled orthos. Orthorectified imagery OIMG1 1.0 Kucera International Inc. None None Remote-sensing image Ground condition 2007-01-01 The DEM was produced by Kucera from a new LiDAR survey of the project area with 25' grid spacing. The DEM is used in the orthophoto production process. Digital elevation model DEM 1.0 Kucera International Inc. None None Vector digital data Ground condition 2007-01-20 The aerial imagery was captured with a Leica Geosystems ADS40 digital camera. The ADS40 uses a 'pushbroom' method of data collection with different sensors using forward, rearward and nadir orientations along planned flightlines. This results in one image per sensor for each flightline. The aerial images are used to AT the project and the production of orthophotos. Aerial photography IMG 1.0 Kucera International Inc. None None Remote-sensing image ground condition 2007-02-18 2007-03-06 2007-03-18 2007-03-19 Targeted ground control is used to create a digital control file and control report as well as QC check of ortho accuracy. Predefined points (usually NGS) within the county are targeted, making the points visible in the photography. These points along with their precise coordinates are used in the AT process and to check the horizontal accuracy of the resulting orthophotos. Ground control CONT 1.0 Kirby Geodetic Services None None Vector digital data Ground condition 2007-02-01 The tile definition is used to cut rectified imagery into manageable, usable images. It references NAD83 SPCS for Georgia East. Each tile is 2000' x 3000'. Tile definition TLDEF 1.0 Kucera International Inc. none none Vector digital data Ground condition 2007-03-01 The tiled orthophoto is the result of mosaicking orthorectified imagery and using the tile definition to cut into manageable, usable orthophotos. 2400 Tiled Orthophoto OIMG2 1.0 None None Kucera International Inc. 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