<metadata><idinfo><citation><citeinfo><origin>Aerial Services, Inc.</origin><pubdate>20180907</pubdate><title>Digital Terrain Model (DTM) Grundy County, Illinois. 2018</title><geoform>Lidar point cloud</geoform></citeinfo></citation><descript><abstract>Product: These lidar data are processed Classified LAS 1.4 files, formatted to 10097 individual 2000 foot x 2000 foot tiles; used to create intensity images, 3D breaklines and hydro-flattened DEMs as necessary. Geographic Extent: Grundy, Kendall, and DeKalb County, Illinois, covering approximately 1,388 square miles. Grundy, Kendall, and DeKalb Counties are one area of interest (AOI) from a lidar survey that was collected over two (2) areas of interest in Illinois identified as LaSalle and Expansion Counties. LaSalle and Expansion Counties cover a total of approximately 2,563 square miles. Dataset Description: Grundy, Kendall, and DeKalb Counties, Illinois 2017 Lidar project called for the Planning, Acquisition, processing and derivative products of lidar data to be collected at a nominal pulse spacing (NPS) of 0.7 meter. Project specifications are based on the U.S. Geological Survey National Geospatial Program Base Lidar Specification, Version 1.2; Quality Level 2. The data was developed based on a horizontal projection/datum of NAD83 (2011), State Plane Coordinate System Illinois East (FIPS 1201), US Survey Feet and vertical datum of NAVD88 (GEOID12B), US Survey Feet. Lidar data was delivered as flightline-extent unclassified LAS swaths, as processed Classified LAS 1.4 files, formatted to 10097 individual 2000 foot x 2000 foot tiles, as tiled Intensity Imagery, and as tiled bare earth DEMs; all tiled to the same 2000 foot x 2000 foot schema. Ground Conditions: Lidar was collected in November 2017, due to an isolated anomaly found in the the lidar data in LaSalle County one re-flight was flown in April 2018, while no snow was on the ground and rivers were at or below normal levels. A Low Confidence polygon was use to circumscribe an area where lidar was reflected by particulates in smoke stack emission. Photons were unable to penetrate through the emissions for collection of ground surface within the polygon. The emission cloud obscures approximately 3.72 acres of ground surface. Tiles in which the emission cloud occurred are 99101727 and 99301727. In order to post process the lidar data to meet task order specifications and meet ASPRS vertical accuracy guidelines, GRW Aerial Surveys, Inc. established a total of 53 ground control points of which 50 were used to calibrate the lidar to known ground locations established throughout the LaSalle and Expansion Counties project areas. An additional 157 independent accuracy checkpoints, 89 in Bare Earth and Urban landcovers (89 NVA points), 68 in tall Grass/tall weeds/crops, Brush lands/short trees, Forested categories (68 VVA points), were used to assess the vertical accuracy of the data of the entire project area. These checkpoints were not used to calibrate or post process the data.</abstract><purpose>To acquire QL2 lidar detailing surface elevation data for use to support the 3DEP mission, the FEMA Risk MAP program, NRCS agricultural conservation practice planning in support of the Illinois Nutrient Loss Reduction Strategy and the Mississippi River Basin Initiative, NPS studies of the Illinois and Michigan Canal National Heritage Corridor and USACE hydrologic studies of the Fox River Basin. Classified LAS files are used to show the manually reviewed bare earth surface. This allows the user to create Intensity Images, Breaklines, and Raster DEM. The purpose of these lidar data was to produce high accuracy 3D hydro-flattened Digital Elevation Model (DEM) with a 2.5 US survey feet cell size. These lidar point cloud data were used to create intensity images, 3D breaklines, and hydro-flattened DEMs as necessary.  This derivative is representing Grundy county Illinois.</purpose><supplinf>USGS Contract No. G17PD00317 CONTRACTOR: Aerial Services, Inc. Lidar data were acquired and calibrated by the prime contractor. SUBCONTRACTOR: GRW Aerial Surveys, Inc. Preformed; lidar classification, manually reviewed bare earth surface, and undertook hydro collection and hydro-flattened for DeKalb County lidar data. SUBCONTRACTOR:  Woolpert Preformed; lidar classification, manually reviewed bare earth surface, and undertook hydro collection and hydro-flattened for Kendall and Grundy County lidar data.  All follow-on processing was completed by  the prime contractor.</supplinf><lidar><ldrinfo><ldrspec>USGS-NGP Base Lidar Specification v1.2</ldrspec><ldrsens>Leica ALS70-HP Airborne LiDAR Scanner</ldrsens><ldrmaxnr>4</ldrmaxnr><ldrnps>0.7</ldrnps><ldrdens>2</ldrdens><ldranps>0.7</ldranps><ldradens>2</ldradens><ldrfltht>1500</ldrfltht><ldrfltsp>150</ldrfltsp><ldrscana>50</ldrscana><ldrscanr>47</ldrscanr><ldrpulsr>177</ldrpulsr><ldrpulsd>6</ldrpulsd><ldrpulsw>1.8</ldrpulsw><ldrwavel>1064</ldrwavel><ldrmpia>1</ldrmpia><ldrbmdiv>0.22</ldrbmdiv><ldrswatw>1400</ldrswatw><ldrswato>30</ldrswato><ldrgeoid>National Geodetic Survey (NGS) Geoid12B</ldrgeoid></ldrinfo><ldraccur><ldrchacc>0.12</ldrchacc><rawnva>0.094</rawnva><rawnvan>89</rawnvan><clsnva>0.103</clsnva><clsnvan>89</clsnvan><clsvva>0.272</clsvva><clsvvan>68</clsvvan></ldraccur><lasinfo><lasver>1.4</lasver><lasprf>6</lasprf><laswheld>Withheld (ignore) points were identified in these files using the standard LAS Withheld bit.</laswheld><lasolap>Swath "overage" points were identified in these files using the standard LAS overlap bit</lasolap><lasintr>16</lasintr><lasclass><clascode>1</clascode><clasitem>Processed, but Unclassified</clasitem></lasclass><lasclass><clascode>2</clascode><clasitem>Bare Earth Ground</clasitem></lasclass><lasclass><clascode>7</clascode><clasitem>Low Noise</clasitem></lasclass><lasclass><clascode>9</clascode><clasitem>Water</clasitem></lasclass><lasclass><clascode>10</clascode><clasitem>Ignored Ground</clasitem></lasclass><lasclass><clascode>17</clascode><clasitem>Bridge Decks</clasitem></lasclass><lasclass><clascode>18</clascode><clasitem>High Noise</clasitem></lasclass></lasinfo></lidar></descript><timeperd><timeinfo><rngdates><begdate>20171119</begdate><enddate>20180412</enddate></rngdates></timeinfo><current>Ground Condition</current></timeperd><status><progress>Complete</progress><update>None Planned</update></status><spdom><bounding><westbc>-88.94285</westbc><eastbc>-88.23668</eastbc><northbc>42.15430</northbc><southbc>41.10654</southbc></bounding><lbounding><leftbc>1840156</leftbc><rightbc>1619889</rightbc><topbc>850745</topbc><bottombc>914414</bottombc></lbounding></spdom><keywords><theme><themekt>None</themekt><themekey>Model</themekey><themekey>LAS Point Cloud</themekey><themekey>Classified LAS</themekey><themekey>Swath LAS</themekey><themekey>Remote Sensing</themekey><themekey>Elevation Data</themekey><themekey>Lidar</themekey><themekey>Digital Elevation Model</themekey><themekey>Breaklines</themekey></theme><place><placekt>None</placekt><placekey>Illinois</placekey><placekey>Grundy County</placekey><placekey>Kendall County</placekey><placekey>DeKalb County</placekey></place></keywords><accconst>No restrictions apply to these data.</accconst><useconst>None. However, users should be aware that temporal changes may have occurred since this dataset was collected and that some parts of these data may no longer represent actual surface conditions. Users should not use these data for critical applications without a full awareness of its limitations. Acknowledgement of the U.S. Geological Survey would be appreciated for products derived from these data.</useconst><ptcontac><cntinfo><cntorgp><cntorg>Aerial Services, Inc.</cntorg></cntorgp><cntaddr><addrtype>mailing and physical</addrtype><address>6315 Chancellor Dr.</address><city>Cedar Falls</city><state>IA</state><postal>50613</postal><country>USA</country></cntaddr><cntvoice>(319)277-0436</cntvoice></cntinfo></ptcontac><native>Waypoint's Inertial Explorer version 8.60; Leica's CloudPro version 1.2.4 ; MicroSatation Connect version 10.0.0.25; TerraSolid TerraMatch version018.001,TerraModel version 018.002, TerraScan version 018.008; Windows 10 Operating \\server\directory path\*.las 646GB</native></idinfo><dataqual><logic> Data covers the entire area specified for this project.</logic><complete>These LAS data files include all data points collected. No points have been removed or excluded. A visual qualitative assessment was performed to ensure data completeness. No void areas or missing data exist. The raw point cloud is of good quality and data passes Non-Vegetated Vertical Accuracy specifications. Breaklines have been inspected for completeness and correct geographic placement. Digital Elevation Models derived from the point cloud provide complete coverage over the project area, without voids.</complete><posacc><vertacc><vertaccr>The project specifications require that only Non-Vegetated Vertical Accuracy (NVA) be computed for raw lidar point cloud swath files. The required accuracy (ACCz) is: 19.6 cm at a 95% confidence level, derived according to NSSDA, i.e., based on RMSE of 10 cm in the Bare Earth and Urban land cover classes. The NVA was tested with 89 checkpoints located in bare earth and urban (non-vegetated) areas. These check points were not used in the calibration or post processing of the lidar point cloud data. The checkpoints were distributed throughout the project area and were surveyed using GPS techniques. See survey report for additional survey methodologies. Elevations from the unclassified lidar surface were measured for the x,y location of each check point. Elevations interpolated from the lidar surface were then compared to the elevation values of the surveyed control points. AccuracyZ has been tested to meet 19.6 cm or better Non-Vegetated Vertical Accuracy at 95% confidence level using RMSE(z) x 1.9600 as defined by the National Standards for Spatial Data Accuracy (NSSDA); assessed and reported using National Digital Elevation Program (NDEP)/ASRPS Guidelines.</vertaccr><qvertpa><vertaccv>0.094</vertaccv><vertacce>Tested 0.094 meters NVA at a 95% confidence level using RMSE(z) x 1.9600 as defined by the National Standards for Spatial Data Accuracy (NSSDA). The NVA of the raw lidar point cloud swath files was calculated against TINs derived from the final calibrated and controlled swath data using 89 independent checkpoints located in Bare Earth and Urban land cover classes.</vertacce></qvertpa><qvertpa><vertaccv>0.096</vertaccv><vertacce>Tested 0.096 meters NVA at a 95% confidence level using RMSE(z) x 1.9600 as defined by the National Standards for Spatial Data Accuracy (NSSDA). The NVA of the DEM was calculated using 89 independent checkpoints located in the Bare Earth and Urban land cover categories.</vertacce></qvertpa><qvertpa><vertaccv>0.267</vertaccv><vertacce>Tested 0.267 meters VVA was calculated using 68 checkpoints located in tall Grass/tall weeds/crops, Brush lands/short trees, Forested land cover categories at the 95th percentile, derived according to ASPRS Guidelines, Vertical Accuracy Reporting for Lidar Data. Tested against the DEM.</vertacce></qvertpa></vertacc></posacc><lineage><srcinfo><srccite><citeinfo><origin>GRW Aerial Surveys, Inc.</origin><pubdate>20170420</pubdate><title>Ground Control for IL_LaSalle County QL2 Lidar_2017 project</title><geoform>vector digital data and tabular digital data</geoform><pubinfo><pubplace>Lexington, Kentucky</pubplace><publish>GRW Aerial Survey, Inc., Survey Department</publish></pubinfo><othercit>None</othercit><onlink>None</onlink></citeinfo></srccite><srcscale>50</srcscale><typesrc>online</typesrc><srctime><timeinfo><sngdate><caldate>20170420</caldate></sngdate></timeinfo><srccurr>ground condition</srccurr></srctime><srccitea>LaSalle_lidar_gnd_ctrl</srccitea><srccontr>This data source was used (along with airborne GPS/IMU data) to georeference the lidar point cloud data.</srccontr></srcinfo><procstep><procdesc>The calibration for each lift was done individually as the solution may change slightly from lift to lift. The following steps describe the Raw Data Processing and calibration process: 1) Technicians processed the raw data to LAS format flight lines using the final GPS/IMU solution. This LAS data set was used as source data for calibration . 2) Technicians first used commercial software to calculate initial calibration adjustment angles based on sample areas selected in the lift. These areas cover calibration flight lines collected in the lift, cross tie and production flight lines. These areas are well distributed in the lift coverage and cover multiple terrain types that are necessary for calibration angle calculation. The technician then analyzed the results and made any necessary additional adjustment until it is acceptable for the selected areas. 3) Once the calibration angle calculation was completed for the selected areas, the adjusted settings were applied to all of the flight lines of the lift and checked for consistency. The technicians utilized commercial and proprietary software packages to analyze how well flight line overlaps match for the entire lift and adjusted as necessary until the results met the project specifications. 4) Once all lifts were completed with individual calibration adjustment, the technicians checked and corrected the vertical misalignment of all flight lines and also the matching between data and ground truth. The relative accuracy was less than or equal to 6 cm RMSDz within individual swaths and less than or equal to 10 cm RMSDz or within swath overlap (between adjacent swaths). 5) The technicians ran a final vertical accuracy check of the calibrated flight lines against the surveyed check points after the z correction to ensure the requirement of NVA = 19.6 cm 95% Confidence Level (Required Accuracy) was met. Point classification was performed according to USGS Lidar Base Specification 1.2, and breaklines were collected for water features. Bare earth DEMs were exported from the classified point cloud using collected breaklines for hydroflattening.</procdesc><srcused>LaSalle_lidar_gnd_ctrl</srcused><procdate>20170420</procdate><proccont><cntinfo><cntorgp><cntorg>GRW Aerial Surveys, Inc.</cntorg><cntper>Mitch Long</cntper></cntorgp><cntaddr><addrtype>mailing and physical</addrtype><address>801 Corporate Drive</address><city>Lexington</city><state>Kentucky</state><postal>40503</postal><country>USA</country></cntaddr><cntvoice>859.223.3999</cntvoice><cntemail>www.grwinc.com</cntemail></cntinfo></proccont></procstep></lineage></dataqual><spdoinfo><direct>Point</direct><ptvctinf><sdtsterm><sdtstype>Point</sdtstype><ptvctcnt>23,143,988,668</ptvctcnt></sdtsterm></ptvctinf></spdoinfo><spref><horizsys><planar><planci><plance>coordinate pair</plance><coordrep><absres>0.01</absres><ordres>0.01</ordres></coordrep><plandu>US Survey Feet</plandu></planci></planar><geodetic><horizdn>North American Datum of 1983 2011</horizdn><ellips>Geodetic Reference System 1980</ellips><semiaxis>6378137</semiaxis><denflat>298.25722101</denflat></geodetic></horizsys><vertdef><altsys><altdatum>North American Vertical Datum of 1988</altdatum><altres>0.01</altres><altunits>US survey feet</altunits><altenc>Explicit elevation coordinate included with horizontal coordinates</altenc></altsys></vertdef></spref><metainfo><metd>20180906</metd><metrd>20180906</metrd><metc><cntinfo><cntorgp><cntorg>Aerial Services, Inc.</cntorg></cntorgp><cntaddr><addrtype>mailing and physical</addrtype><address>6315 Chancellor Dr.</address><city>Cedar Falls</city><state>IA</state><postal>50613</postal><country>USA</country></cntaddr><cntvoice>(319)277-0436</cntvoice></cntinfo></metc><metstdn>FGDC Content Standard for Digital Geospatial Metadata</metstdn><metstdv>FGDC-STD-001-1998</metstdv><metac>None</metac><metuc>None</metuc><metsi><metscs>None</metscs><metsc>None</metsc><metshd>None</metshd></metsi><metextns><onlink>None</onlink><metprof>None</metprof></metextns></metainfo><dataIdInfo><envirDesc Sync="TRUE"> Version 6.2 (Build 9200) ; Esri ArcGIS 10.5.1.7333</envirDesc><dataLang><languageCode value="eng" Sync="TRUE"/><countryCode value="USA" Sync="TRUE"/></dataLang><idCitation xmlns=""><resTitle Sync="FALSE">Digital Terrain Model (DTM) Kendall County, Illinois. 2018</resTitle><presForm xmlns=""><PresFormCd value="005" Sync="TRUE"/></presForm><date><pubDate>2019-02-08T00:00:00</pubDate></date><citRespParty xmlns=""><editorSource>external</editorSource><editorDigest>7d3845269907ca36af81fc7cbb653758</editorDigest><rpOrgName>Natural Resources Conservation Service (NRCS)</rpOrgName><rpCntInfo xmlns=""><cntAddress addressType="both"><delPoint>2118 W. Park Court</delPoint><city>Champaign</city><adminArea>Illinois</adminArea><postCode>61821</postCode><country>US</country></cntAddress><cntPhone><voiceNum tddtty="">217-353-6600</voiceNum></cntPhone><cntHours>Monday thru Friday 8-5</cntHours></rpCntInfo><editorSave>True</editorSave><displayName>Natural Resources Conservation Service (NRCS)</displayName><role><RoleCd value="006"/></role></citRespParty></idCitation><spatRpType><SpatRepTypCd value="002" Sync="TRUE"/></spatRpType><dataExt xmlns=""><geoEle xmlns=""><GeoBndBox esriExtentType="search"><exTypeCode Sync="TRUE">1</exTypeCode><westBL Sync="TRUE">-88.604840</westBL><eastBL Sync="TRUE">-88.251827</eastBL><northBL Sync="TRUE">41.724705</northBL><southBL Sync="TRUE">41.456774</southBL></GeoBndBox></geoEle><exDesc>11/19/17-11/23/17, 4/12/18</exDesc><tempEle><TempExtent><exTemp><TM_Period xmlns=""><tmBegin>2017-11-19T00:00:00</tmBegin><tmEnd>2018-04-12T00:00:00</tmEnd></TM_Period></exTemp></TempExtent></tempEle></dataExt><idPurp>To acquire QL2 lidar detailing surface elevation data for use to support the 3DEP mission, the FEMA Risk MAP program, NRCS agricultural conservation practice planning in support of the Illinois Nutrient Loss Reduction Strategy and the Mississippi River Basin Initiative, NPS studies of the Illinois and Michigan Canal National Heritage Corridor and USACE hydrologic studies of the Fox River Basin. Classified LAS files are used to show the manually reviewed bare earth surface. This allows the user to create Intensity Images, Breaklines, and Raster DEM. The purpose of these lidar data was to produce high accuracy 3D hydro-flattened Digital Elevation Model (DEM) with a 2.5 US survey feet cell size. These lidar point cloud data were used to create intensity images, 3D breaklines, and hydro-flattened DEMs as necessary.  This derivative is representing Kendall county Illinois.</idPurp><idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;Product: These lidar data are processed Classified LAS 1.4 files, formatted to 10097 individual 2000 foot x 2000 foot tiles; used to create intensity images, 3D breaklines and hydro-flattened DEMs as necessary. Geographic Extent: Grundy, Kendall, and DeKalb County, Illinois, covering approximately 1,388 square miles. Grundy, Kendall, and DeKalb Counties are one area of interest (AOI) from a lidar survey that was collected over two (2) areas of interest in Illinois identified as LaSalle and Expansion Counties. LaSalle and Expansion Counties cover a total of approximately 2,563 square miles. Dataset Description: Grundy, Kendall, and DeKalb Counties, Illinois 2017 Lidar project called for the Planning, Acquisition, processing and derivative products of lidar data to be collected at a nominal pulse spacing (NPS) of 0.7 meter. Project specifications are based on the U.S. Geological Survey National Geospatial Program Base Lidar Specification, Version 1.2; Quality Level 2. The data was developed based on a horizontal projection/datum of NAD83 (2011), State Plane Coordinate System Illinois East (FIPS 1201), US Survey Feet and vertical datum of NAVD88 (GEOID12B), US Survey Feet. Lidar data was delivered as flightline-extent unclassified LAS swaths, as processed Classified LAS 1.4 files, formatted to 10097 individual 2000 foot x 2000 foot tiles, as tiled Intensity Imagery, and as tiled bare earth DEMs; all tiled to the same 2000 foot x 2000 foot schema. Ground Conditions: Lidar was collected in November 2017, due to an isolated anomaly found in the the lidar data in LaSalle County one re-flight was flown in April 2018, while no snow was on the ground and rivers were at or below normal levels. A Low Confidence polygon was use to circumscribe an area where lidar was reflected by particulates in smoke stack emission. Photons were unable to penetrate through the emissions for collection of ground surface within the polygon. The emission cloud obscures approximately 3.72 acres of ground surface. Tiles in which the emission cloud occurred are 99101727 and 99301727. In order to post process the lidar data to meet task order specifications and meet ASPRS vertical accuracy guidelines, GRW Aerial Surveys, Inc. established a total of 53 ground control points of which 50 were used to calibrate the lidar to known ground locations established throughout the LaSalle and Expansion Counties project areas. An additional 157 independent accuracy checkpoints, 89 in Bare Earth and Urban landcovers (89 NVA points), 68 in tall Grass/tall weeds/crops, Brush lands/short trees, Forested categories (68 VVA points), were used to assess the vertical accuracy of the data of the entire project area. These checkpoints were not used to calibrate or post process the data.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs><idCredit>NRCS agricultural conservation, FEMA, Illinois State Geological Survey</idCredit><searchKeys><keyword>Model</keyword><keyword>LAS Point Cloud</keyword><keyword>Classified LAS</keyword><keyword>Swath LAS</keyword><keyword>Remote Sensing</keyword><keyword>Elevation Data</keyword><keyword>Lidar</keyword><keyword>Digital Elevation Model</keyword><keyword>Breaklines</keyword><keyword>Kendall</keyword><keyword>Illinois</keyword><keyword>Light Detection and Ranging</keyword><keyword>LiDAR</keyword><keyword>Bare Earth</keyword><keyword>Point Cloud</keyword><keyword>Digital Elevation Model</keyword><keyword>DEM</keyword><keyword>Elevation</keyword><keyword>Surface Model</keyword><keyword>Digital Surface Model</keyword><keyword>DSM</keyword><keyword>Hillshade</keyword></searchKeys><resConst><Consts xmlns=""><useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;None. However, users should be aware that temporal changes may have occurred since this dataset was collected and that some parts of these data may no longer represent actual surface conditions. Users should not use these data for critical applications without a full awareness of its limitations. 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