<?xml version="1.0" encoding="ISO-8859-1"?>
<metadata>
<idinfo>
<citation>
<citeinfo>
<origin>GeoDigital International</origin>
<pubdate>20121130</pubdate>
<title>State of South Dakota LiDAR - Project Level Metadata</title>
<geoform>Map</geoform>
<onlink>none</onlink>
<lworkcit>
<citeinfo>
<origin>GeoDigital International</origin>
<pubdate>20121130</pubdate>
<title>State of South Dakota LiDAR</title>
<pubinfo>
<pubplace>Lompoc, California</pubplace>
<publish>GeoDigital International</publish>
</pubinfo>
<onlink>none</onlink>
</citeinfo>
</lworkcit>
</citeinfo>
</citation>
<descript>
<abstract>
LiDAR data is remotely sensed high-resolution elevation data collected by an airborne collection platform. By positioning laser range finding with the use of 1 second GPS with 100 Hz inertial measurement unit (IMU) corrections, GeoDigital International's LiDAR instruments are able to make highly detailed geospatial elevation products of the ground, man-made structures and vegetation.
The LiDAR mass points are classified, the ground points are extracted by building an iterative surface model. Additionnal products (hydro flattening breaklines, Hydro-Enforced Bare Earth DEMs as well as Full Feature DEMs) are then derived from the Lidar mass points.
</abstract>
<purpose>The purpose of this LiDAR project was to provide high accuracy, classified multiple return LiDAR and derivative products for a total area of 10,937km2 consisting of multiple counties in South Dakota.  This project supports the Statewide LiDAR initiative and other applications for the State of South Dakota.</purpose>
</descript>
<timeperd>
<timeinfo>
<rngdates>
<begdate>20120403</begdate>
<enddate>20121020</enddate>
</rngdates>
</timeinfo>
<current>Ground Condition</current>
</timeperd>
<status>
<progress>Complete</progress>
<update>None planned</update>
</status>
<spdom>
<bounding>
<westbc>-98.730464</westbc>
<eastbc>-96.307038</eastbc>
<northbc>45.607717</northbc>
<southbc>42.478754</southbc>
</bounding>
</spdom>
<keywords>
<theme>
<themekt>None</themekt>
<themekey>ASPRS standards</themekey>
<themekey>DEM</themekey>
<themekey>digital elevation model</themekey>
<themekey>elevation</themekey>
<themekey>LAS_v1.2</themekey>
<themekey>laser</themekey>
<themekey>LiDAR</themekey>
<themekey>Breaklines</themekey>
<themekey>intensity</themekey>
<themekey>surface model</themekey>
</theme>
<place>
<placekt>None</placekt>
<placekey>Beadle</placekey>
<placekey>Clay</placekey>
<placekey>Codington</placekey>
<placekey>Hanson</placekey>
<placekey>Miner</placekey>
<placekey>Sanborn</placekey>
<placekey>Spink</placekey>
<placekey>Turner</placekey>
<placekey>Union</placekey>
<placekey>Yankton</placekey>
<placekey>Roberts</placekey>
<placekey>Grant</placekey>
<placekey>Deuel</placekey>
<placekey>Brookings</placekey>
<placekey>Moody</placekey>
<placekey>McCook</placekey>
<placekey>Kingsbury</placekey>
<placekey>Clark</placekey>
<placekey>Davison</placekey>
<placekey>Hutchinson</placekey>
<placekey>South Dakota</placekey>
<placekey>United States of America</placekey>
<placekey>MidWest</placekey>
</place>
</keywords>
<accconst>All deliverable data and documentation are the property of State of South Dakota.</accconst>
<useconst>Any conclusions from results of the analysis of this LiDAR are not the responsibility of GeoDigital International. The LiDAR data was thoroughly visually verified to represent the true ground conditions at time of collection. Users should be aware of this limitations of this dataset if using for critical applications.</useconst>
<ptcontac>
<cntinfo>
<cntorgp>
<cntorg>GeoDigital International</cntorg>
<cntper>Claude Vickers</cntper>
</cntorgp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</ptcontac>
</idinfo>
<dataqual>
<attracc>
<attraccr>
According to GeoDigital International standards; the following aspects of
the LiDAR data was verified during the course of the project processing:
-Data completeness and integrity
-Data accuracy and errors
-Anomaly checks through full-feature hillshades
-Post automated classification Bare-earth verification
-RMSE inspection of final bare-earth model using kinematic and static GPS
-Final quality control of deliverable products; ensuring integrity; graphical quality; conformance to GeoDigital International standards are met for all delivered products.
</attraccr>
</attracc>
<logic>All files delivered were verified and tested to ensure they open and are positioned properly.</logic>
<complete>On a project level, a coverage check is carried out to ensure no slivers are present</complete>
<posacc>
<horizpa>
<horizpar>Compiled to meet 1.04 meter horizontal accuracy at the 95 percent confidence level</horizpar>
</horizpa>
<vertacc>
<vertaccr>Raw elevation measurements have been tested against 20,239  GeoDigital International acquired kinematic GPS points based on NSSDA standards. Supplemental checks were also preformed in short, long grass as well. Results are available in the main report</vertaccr>
<qvertpa>
<vertaccv>0.091</vertaccv>
<vertacce>The Lidar data have been tested 0.091 meters fundamental vertical accuracy at 95 percent confidence level.</vertacce>
</qvertpa>
</vertacc>
</posacc>
<lineage>
<srcinfo>
<srccite>
<citeinfo>
<origin>GeoDigital International</origin>
<pubdate>Unpublished Material</pubdate>
<title>Lidar data acquired on an airborne platform</title>
<geoform>Digital measurments</geoform>
</citeinfo>
</srccite>
<typesrc>Digital data</typesrc>
<srctime>
<timeinfo>
<rngdates>
<begdate>20120403</begdate>
<enddate>20121020</enddate>
</rngdates>
</timeinfo>
<srccurr>Ground Condition</srccurr>
</srctime>
<srccitea>Raw_Lidar</srccitea>
<srccontr>Laser data</srccontr>
</srcinfo>
<srcinfo>
<srccite>
<citeinfo>
<origin>National Geodetic Survey</origin>
<pubdate>2012</pubdate>
<title>Survey information on a geodetic control station</title>
<edition>One</edition>
<geoform>Datasheet</geoform>
<onlink>http://www.ngs.noaa.gov/cgi-bin/datasheet.prl</onlink>
</citeinfo>
</srccite>
<typesrc>ascii file</typesrc>
<srctime>
<timeinfo>
<sngdate>
<caldate>2012</caldate>
</sngdate>
</timeinfo>
<srccurr>EPOCH</srccurr>
</srctime>
<srccitea>Published_NGS_Datasheet</srccitea>
<srccontr>Survey control station coordinates (latitude, longitude and ellipsoidal height)</srccontr>
</srcinfo>
<procstep>
<procdesc>
- Establishment of survey points to support the LiDAR data collection.
Ten existing published NGS survey monuments (QQ0640, AC7987, PR1071, PR1027, AC7894, AC8003, OQ1162, AC7935, AC7901, AC7967) were observed in a GPS control network and used to establish six new points (368SSD-01, 368SSD-02, 368SSD-03, 368SSD-04, 368SSD-05, 368SSD-06) for the primary control for this site was observed and used to control all flight missions and static ground surveys.  The following are the final coordinates of the control points used for this project:                                                        
Station Id;Latitude;Longitude;Easting;Northing;Ellipsoidal_Height;Orthometric Height
Eastern Block                                                                         
368SSD04,45 00 20.58849,-97 03 31.99780,652974.1137,4985418.5658,534.6677,559.8598
AC7987,44 53 25.34832,-97 04 33.95021,651921.9851,4972572.9879,502.2003,527.2942  
PR1027,44 07 35.76383,-96 45 31.27495,679314.1622,4888376.8313,487.2161,513.0131  
PR1071,44 31 53.59693,-96 45 23.46303,678256.4018,4933362.3296,509.1699,534.2054  
QQ0640,45 18 59.38662,-97 02 59.00412,652862.7551,5019960.2246,589.6721,614.9944  
Western Block                                                                         
368SSD01,44 16 04.38891,-97 33 06.78382,615578.0569,4902646.6456,474.0593,499.3552
368SSD02,44 11 03.94262,-98 17 28.79747,556640.5261,4892601.3829,375.7676,401.0253
368SSD03,44 37 58.96122,-98 18 05.66949,555396.8317,4942424.8609,370.3693,394.8881
368SSD05,43 42 07.73595,-98 08 51.49130,568678.5464,4839145.0029,388.6436,414.8141
368SSD06,43 24 00.35765,-97 41 41.48358,605687.7767,4806073.8534,375.8463,402.0193
AC7894,45 09 22.94129,-98 22 35.00332,549016.143,6,5000510.7875,371.6924,396.1318  
AC7901,43 04 57.50468,-97 24 35.58390,629435.0083,477118.9022 381.7834,407.5541  
AC7935,43 27 08.77688,-97 07 20.90758,651907.9103,4812771.3508,387.4296,413.6162  
AC7967,42 51 02.63635,-96 36 31.55852,695381.0046,4747012.7324,328.9431,354.5871  
AC8003,44 53 33.72036,-98 02 38.93507,575476.2048,4971475.2176,395.901,420.3459    
KFSD,43 35 02.99664,-96 44 09.87836,682773.2995,4828178.8605,406.7137,433.0136    
OQ1162,43 39 58.08709,-97 43 45.64136,602443.5728,4835576.7017,389.1169,415.1584  
</procdesc>
<srcused>Published_NGS_Datasheet</srcused>
<srcused>Raw_Control_GPS</srcused>
<procdate>2012</procdate>
<srcprod>Control_Network</srcprod>
<proccont>
<cntinfo>
<cntperp>
<cntper>Claude Vickers</cntper>
<cntorg>GeoDigital International</cntorg>
</cntperp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</proccont>
</procstep>
<procstep>
<procdesc>
- Airborne acquisition of Lidar
GeoDigital International used three Optech ALTM 3100EA to collect the data.
The Optech Systems were configured in the following method:
Aircraft Speed 150 knots
Data Acquisition Height 1300 m AGL
Overlap 20-25 %
Scanner Field Of View +/- 22 degrees
Pulse Repetition Rate 70 KHz
Scan Frequency 36 Hz
Number of Returns Per Pulse 4 Discrete returns
Beam Divergence set to narrow setting
Flight Line Length less than 85 km                             
Base Station Distance less than 40 km                          
Resultant Raw Point Density 0.86 pt/m2 excluding overlap
</procdesc>
<procdate>2012</procdate>
<srcprod>Raw_GPS_IMU</srcprod>
<srcprod>Raw_Lidar</srcprod>
<proccont>
<cntinfo>
<cntperp>
<cntper>Claude Vickers</cntper>
<cntorg>GeoDigital International</cntorg>
</cntperp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</proccont>
</procstep>
<procstep>
<procdesc>
- Airborne GPS Kinematic processing
Airborne GPS kinematic data was processed on-site using GrafNav kinematic On-The-Fly (OTF) software. Flights were flown with a minimum of 6 satellites in view (13o above the horizon) and with a PDOP of better than 4. Distances from base station to aircraft were kept to a maximum of 20 km, to ensure a strong OTF (On-The-Fly) solution. For all flights, the GPS data can be classified as excellent, with GPS residuals of 3cm average but no larger than 10 cm being recorded.
The Geoid09 geoid model, published by the NGS, was used to transform all ellipsoidal heights to orthometric.
</procdesc>
<srcused>Control_Network</srcused>
<srcused>Raw_GPS_IMU</srcused>
<procdate>2012</procdate>
<srcprod>Processed_Trajectory</srcprod>
<proccont>
<cntinfo>
<cntperp>
<cntper>Claude Vickers</cntper>
<cntorg>GeoDigital International</cntorg>
</cntperp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</proccont>
</procstep>
<procstep>
<procdesc>
- Generation and Calibration of laser points
Laser data points are generated using Optech's software Dashmap for data acquired with Optech systems.  The software combines the raw laser range and angle data file with the finalized GPS/IMU trajectory
information. Each mission is evaluated in Terrasolid's Terramatch software to correct any residual roll pitch heading misalignments, if necessary those values are to the data. The resulting point cloud is projected into
the desired coordinate system and created in LAS format. One file per swath.
On a project level, a coverage check is carried out to ensure no slivers are present.
</procdesc>
<srcused>Raw_Lidar</srcused>
<srcused>Processed_Trajectory</srcused>
<procdate>2012</procdate>
<srcprod>Calibrated_LiDAR</srcprod>
<proccont>
<cntinfo>
<cntperp>
<cntper>Claude Vickers</cntper>
<cntorg>GeoDigital International</cntorg>
</cntperp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</proccont>
</procstep>
<procstep>
<procdesc>
- Data Classification and Editing
The data was processed using the software TerraScan, and following the methodology described herein. The initial step is the setup of the TerraScan project, which is done by importing project defined tile boundary index encompassing the entire project areas.  The acquired 3D laser point clouds, in LAS binary format, were imported into the TerraScan project and divided into file size optimized tiles.  Once tiled, the laser points were classified using a proprietary routine in TerraScan. This routine removes any obvious outliers from the dataset following which the ground layer is extracted from the point cloud.  The ground extraction process encompassed in this routine takes place by building an iterative surface model.
This surface model is generated using three main parameters: building size, iteration angle and iteration distance. The initial model is based on low points being selected by a "roaming window" with the assumption is that these are the ground points. The size of this roaming window is determined by the building size parameter. The low points are triangulated and the remaining points are evaluated and subsequently added to the model if they meet the iteration angle and distance constraints. This process is repeated until no additional points are added within iteration.
A second critical parameter is the maximum terrain angle constraint, which determines the maximum terrain angle allowed within the classification model.
</procdesc>
<srcused>Calibrated_LiDAR</srcused>
<procdate>2012</procdate>
<srcprod>Tiled_Classified_LiDAR</srcprod>
<proccont>
<cntinfo>
<cntperp>
<cntper>Claude Vickers</cntper>
<cntorg>GeoDigital International</cntorg>
</cntperp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</proccont>
</procstep>
<procstep>
<procdesc>
-Deliverable Product Generation
Metadata
-Collection Report detailing mission planning and flight logs.
-Survey Report detailing the collection of control and reference points used for calibration and QA/QC.
-Processing Report detailing calibration, classification, and product generation procedures including methodology used for breakline collection and hydro-flattening
-QA/QC Reports (detailing the analysis, accuracy assessment and validation of: The point data (absolute, within swath, and between swath), the bare-earth surface (absolute) and other optional deliverables as appropriate
-Control and Calibration points: All control and reference points used to calibrate, control, process, and validate the LiDAR point data or any derivative products are to be delivered.
-Geo-referenced, digital spatial representation of the precise extents of each delivered dataset. This reflects the extents of the actual LiDAR source in SHP format..
-Product metadata (FGDC compliant, XML format metadata). One file for each: Project, Lift Individual tiles for all products
Tiling Scheme
-Tiled deliverables conform to the tiling scheme, without added overlap.
-Tiled deliverables edge-match seamlessly and without gaps in both the horizontal and vertical.
-Tile Naming Convention: Tiles will be named based on southwest corner of the 1,000 m x 1,000 m US National Grid square. Tile naming convention for USNG Zone 14 was logically extended east to cover the USNG Zone 15 area.
Raw Point Cloud
-All returns, all collected points, fully calibrated and adjusted to ground, by swath.
-Fully compliant LAS v1.2, Point Record Format 1
-Georeference information was included in all LAS file headers
-GPS times are to be recorded as Adjusted GPS Time, at a precision sufficient to allow unique timestamps for each pulse.
-Intensity values (native radiometric resolution)
-1 file per swath, 1 swath per file, file size not to exceed 2GB for long swaths.
Classified Point Cloud
-Fully compliant LAS v1.2, Point Record Format 1
-Georeference information was included in LAS header
-GPS times were recorded as Adjusted GPS Time, at a precision sufficient to allow unique timestamps for each pulse.
-Intensity values (native radiometric resolution)
-Tiled delivery, without overlap
-Classification Scheme, code Description
Class 1,Processed, but unclassified
Class 2,Bare-earth ground
Class 7,Noise
Class 9,Water
Class 10,Ignored Ground (Breakline Proximity)
Class 11,Withheld 
Class 17,Overlap, unclassified
Class 18,Overlap, bare-earth ground
Class 23,Overlap, noise
Class 24,Overlap, water
Bare Earth Surface (Raster DEM)
-1 meter Cell Size
-Delivery was provided in 32-bit floating point raster format (ERDAS .IMG)
-Georeference information was included in each raster file
-Tiled delivery, without overlap
-QC was performed to ensure DEM tiles show no edge artifacts or mismatch.
-Void areas (i.e., areas outside the project boundary but within the tiling scheme) were coded using a unique “NODATA” value as per the requirements
-Vertical Accuracy of the bare earth DEM was assessed and reporting is provided in the Positional Accuracy Statement
-Depressions (sinks), natural or man-made, were not filled.
-Water Bodies (ponds and lakes), wide streams and rivers (“double-line”), and other non-tidal water bodies as defined in Section 5.6 were hydro flattened within the DEM. Hydro-flattening shall be applied to all water impoundments, natural or man-made, that are larger than ~3/4 acre in area (equivalent to 3,000 square meters in area), to all streams that are nominally wider than 50’, and to all non-tidal boundary waters bordering the project area regardless of size.
First Return (Raster DEM)
-1 meter Cell Size
-Delivery was provided in 32-bit floating point raster format (ERDAS .IMG)
-Georeference information was included in each raster file
-Tiled delivery, without overlap
Hydro Polygon Breaklines (as per section 9 of Contract Work Plan)
-All breaklines developed for use in hydro-flattening were delivered in DGN format 
-Breaklines used the same coordinate reference system (horizontal and vertical) and units as the LiDAR point delivery.
-Breakline delivery was a continuous layer for each county. 
Pilot Area
To ensure conformance to project specifications and stakeholders' expectations, a pilot area was provided. The pilot area consisted of sixteen tiles and was representative sample of a mixed urban, vegetated area with the appropriate LAS and DEM. Acceptance of the pilot areas was received prior to proceeding with the remainder of the processing.  The area selected was the Dakota Dunes area west of Sioux City within Union County.
</procdesc>
<srcused>Calibrated_LiDAR</srcused>
<srcused>Tiled_Classified_LiDAR</srcused>
<srcused>Processed_Trajectory</srcused>
<procdate>2012</procdate>
<srcprod>Client_deliverables</srcprod>
<proccont>
<cntinfo>
<cntperp>
<cntper>Claude Vickers</cntper>
<cntorg>GeoDigital International</cntorg>
</cntperp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</proccont>
</procstep>
</lineage>
</dataqual>
<spref>
<horizsys>
<planar>
<gridsys>
<gridsysn>Universal Transverse Mercator</gridsysn>
<utm>
<utmzone>14</utmzone>
<transmer>
<sfctrmer>0.999600</sfctrmer>
<longcm>-93.000000</longcm>
<latprjo>0.000000</latprjo>
<feast>500000.000000</feast>
<fnorth>0.000000</fnorth>
</transmer>
</utm>
</gridsys>
<planci>
<plance>Coordinate pair</plance>
<coordrep>
<absres>0.01</absres>
<ordres>0.01</ordres>
</coordrep>
<plandu>meter</plandu>
</planci>
</planar>
<geodetic>
<horizdn>North American Datum of 1983 (HARN)</horizdn>
<ellips>GRS 80</ellips>
<semiaxis>6378137.0000000</semiaxis>
<denflat>298.26</denflat>
</geodetic>
</horizsys>
<vertdef>
<altsys>
<altdatum>North American Vertical Datum of 1988</altdatum>
<altres>0.01</altres>
<altunits>meter</altunits>
<altenc>Explicit elevation coordinate included with horizontal coordinates</altenc>
</altsys>
</vertdef>
</spref>
<eainfo>
<overview>
<eaover>Processed and raw LiDAR point data, Bare Earth DEM, First Return DEM, hydro breaklines, LiDAR Coverage</eaover>
<eadetcit>none</eadetcit>
</overview>
</eainfo>
<distinfo>
<distrib>
<cntinfo>
<cntorgp>
<cntorg>GeoDigital International</cntorg>
<cntper>Claude Vickers</cntper>
</cntorgp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</distrib>
<resdesc>
The LiDAR data was captured for the State of South Dakota for State Wide Mapping and other applications
</resdesc>
<distliab>
Users must assume responsibilty to determine the
appropriate use of this LiDAR dataset.
The LiDAR has been compiled to 1 foot vertical accuracy;
Data is representative of ground conditions at time of
acquisition only and temporal effect may exist within due to time span of acquistion.
</distliab>
<stdorder>
<digform>
<digtinfo>
<formname>LAS 1.2, IMG, DGN, SHP</formname>
</digtinfo>
<digtopt>
<offoptn>
<offmedia>Harddrive</offmedia>
<recfmt>Windows Compatible</recfmt>
<compat>Windows Compatible</compat>
</offoptn>
</digtopt>
</digform>
<fees>Current Handling and Processing GeoDigital International Fees</fees>
<ordering>
Proper release required from the State of South Dakota for orders outside of State of South Dakota. Please contact GeoDigital International
sales for general GeoDigital International LiDAR library sales.
</ordering>
</stdorder>
</distinfo>
<metainfo>
<metd>20121130</metd>
<metrd>20121130</metrd>
<metc>
<cntinfo>
<cntorgp>
<cntorg>GeoDigital International</cntorg>
<cntper>Claude Vickers</cntper>
</cntorgp>
<cntpos>Program Management Office</cntpos>
<cntaddr>
<addrtype>Mailing and physical address</addrtype>
<address>137 West Central Avenue</address>
<city>Lompoc</city>
<state>California</state>
<postal>93438</postal>
<country>USA</country>
</cntaddr>
<cntvoice>1-805-740-0077</cntvoice>
<cntfax>1-805-740-4977</cntfax>
<cntemail>cvickers@geodigital.com</cntemail>
<hours>Monday to Friday, 8:30 - 4:30, Eastern Time</hours>
</cntinfo>
</metc>
<metstdn>FGDC CSDGM</metstdn>
<metstdv>FGDC-STD-001-1998</metstdv>
</metainfo>
</metadata>
