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The BareEarth 1 meter Digital Elevation Model (DEM) dataset is produced from the LiDAR topographic survey conducted for the Post Hurricane Gustav Aerial Survey 2009 project. This data was produced for the US Army Corps of Engineers (USACE) Joint Airborne Lidar Bathymetry Technical Center of Expertise (JALBTCX). The LiDAR point cloud was flown at a density sufficient to support a maximum final post spacing of 1.5 points per meter. 3001 International Inc acquired the data between April 16, 2009 and June 12, 2009. The Post Hurricane Gustav Aerial Survey 2009 was collected under the guidance of a Professional Mapper /Surveyor.


TX:
The 1 meter BareEarth Digital Elevation Model (DEM) dataset is produced from the LiDAR topographic survey conducted for the Post Hurricane Ike Aerial Survey 2009 project. This data was produced for the US Army Corps of Engineers (USACE) Joint Airborne Lidar Bathymetry Technical Center of Expertise (JALBTCX).   The LiDAR point cloud was flown at a density sufficient to support a maximum final post spacing of 1 point per meter.  3001 International Inc acquired the data between February 3, 2009 and April 23, 2009.  The Post Hurricane Ike Aerial Survey 2009 was collected under the guidance of a Professional Mapper /Surveyor.

In addition to these bare earth Digital Elevation Model (DEM) data, the lidar point data that these DEM data were created from, are also available. These data are available for custom download at the link provided in the URL section of this metadata record.</gco:CharacterString>
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The Post Hurricane Ike Aerial Survey 2009 project will support the US Army Corps of Engineers (USACE) Joint Airborne Lidar Bathymetry Technical Center of Expertise (JALBTCX) collection of data representing the post-hurricane condition of the beaches, barrier islands, and lakeshores along the coasts of Texas and Louisiana following Hurricanes Ike and Gustav.</gco:CharacterString>
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                  <gco:CharacterString>All ground control processing and adjustment is performed using published coordinate horizontal and vertical datums (e.g. NGS CORS).  For deliverables, Corpscon for Windows Version 5.11.08 (geoid 03) was used for horizontal and vertical datum conversion as well as for coordinate system conversion purposes (e.g. UTM to State Plane).  
Qualitative value: 1 m -See entity and attribute information</gco:CharacterString>
               </gmd:evaluationMethodDescription>
               <gmd:result gco:nilReason="missing"/>
            </gmd:DQ_AbsoluteExternalPositionalAccuracy>
         </gmd:report>
         <gmd:report>
            <gmd:DQ_AbsoluteExternalPositionalAccuracy>
               <gmd:nameOfMeasure>
                  <gco:CharacterString>Vertical Positional Accuracy</gco:CharacterString>
               </gmd:nameOfMeasure>
               <gmd:evaluationMethodDescription>
                  <gco:CharacterString>The accuracy assessment was performed using a standard method to compute the root mean square error (RMSE) based on a comparison of ground control points (GCP) and filtered LiDAR data points. Filtered LiDAR data has had vegetation and cultural features removed and by analysis represents bare-earth elevations.  The RMSE figure was used to compute the vertical National Standard for Spatial Data Accuracy (NSSDA). Ground control was established by 3001, Inc. A spatial proximity analysis was used to select edited LiDAR data points contiguous to the relevant GCPs.  A search radius decision rule is applied with consideration of terrain complexity, cumulative error and adequate sample size.  Cumulative error results from the errors inherent in the various sources of horizontal measurement.  These sources include the airborne GPS, GCPs and the uncertainty of the accuracy of the LiDAR data points. This accuracy is achieved prior to the sub-sampling that occurs through integration with the inertial measurement unit (IMU) positions that are recorded. It is unclear at this time whether the initial accuracy is maintained. The horizontal accuracy of the GCPs is estimated to be in the range of approximately 1 to 1.6 inches.  Finally, sample size was considered. The specification for the National Standard for Spatial Data Accuracy is a minimum of 20 points to conduct a statistically significant accuracy evaluation (Minnesota Planning, 1999, Positional Accuracy Handbook, Minnesota Planning Land Management Information Center, St. Paul, Minnesota., p.3). Most statistical texts indicate that a minimum of 30 sample points provide a reasonable Approximation of a normal distribution.  The intent of the NSSDA is to reflect the geographic area of interest and the distribution of error in the data set (Federal Geographic Data Committee, 1998, Geospatial National Standard for Spatial Data Accuracy, Federal Geographic Data Committee Secretariat, Reston, Virginia, p.3-4).  
Additional steps were taken to ensure the vertical accuracy of the LiDAR data including: 
Step 1:  Precision Bore sighting (Check Edge-matching) 
Step 2:  Compare the LiDAR data to the Field Survey (Field survey is to FEMA specifications and more stringent internal specifications) 
Step 3:  Automated Filtering 
Step 4:  Manual Editing (Quality Control) Step
Qualitative value: 15 cm -  See entity and attribute information</gco:CharacterString>
               </gmd:evaluationMethodDescription>
               <gmd:result gco:nilReason="missing"/>
            </gmd:DQ_AbsoluteExternalPositionalAccuracy>
         </gmd:report>
         <gmd:report>
            <gmd:DQ_CompletenessCommission>
               <gmd:nameOfMeasure>
                  <gco:CharacterString>Completeness Report</gco:CharacterString>
               </gmd:nameOfMeasure>
               <gmd:evaluationMethodDescription>
                  <gco:CharacterString>For the TX data, the Post Hurricane Ike Aerial Survey 2009 project was collected under the guidance of a Professional Mapper Surveyor. The data was collected at a density sufficient to support a maximum final post spacing of of 1.5 points per meter. 

For the AL data, the Post Hurricane Gustav Aerial Survey 2009 project was collected under the guidance of a Professional Mapper Surveyor. The data was collected at a density sufficient to support a maximum final post spacing of of 1.5 points per meter.</gco:CharacterString>
               </gmd:evaluationMethodDescription>
               <gmd:result gco:nilReason="missing"/>
            </gmd:DQ_CompletenessCommission>
         </gmd:report>
         <gmd:report>
            <gmd:DQ_ConceptualConsistency>
               <gmd:nameOfMeasure>
                  <gco:CharacterString>Conceptual Consistency</gco:CharacterString>
               </gmd:nameOfMeasure>
               <gmd:evaluationMethodDescription>
                  <gco:CharacterString>The 1 meter BareEarth Digital Elevation Model (DEM) dataset is produced from the LiDAR topographic survey conducted for the Post Hurricane Ike Aerial Survey Project. This data was produced for US Army Corps of Engineers (USACE) Joint Airborne Lidar Bathymetry Technical Center of Expertise (JALBTCX).</gco:CharacterString>
               </gmd:evaluationMethodDescription>
               <gmd:result gco:nilReason="missing"/>
            </gmd:DQ_ConceptualConsistency>
         </gmd:report>
         <gmd:lineage>
            <gmd:LI_Lineage>
               <gmd:statement>
                  <gco:CharacterString>The USACE collected, processed, and provided the data to the NOAA Office for Coastal Management (OCM). OCM received the data and processed it to be available for custom download from the Data Access Viewer (DAV) and for bulk download from https.</gco:CharacterString>
               </gmd:statement>
               <gmd:processStep>
                  <gmd:LI_ProcessStep>
                     <gmd:description>
                        <gco:CharacterString>The Airborne Global Position System (ABGPS), inertial measurement unit (IMU), and raw scans are collected during the LiDAR aerial survey. The ABGPS monitors the xyz position of the sensor and the IMU monitors the orientation of the aircraft. During the aerial survey laser pulses reflected from features on the  surface and are detected by the receiver optics and collected by the data logger. GPS locations are based on data collected by receivers on the aircraft and base stations on the ground. The ground base stations are placed no more than 20 km radius from the flight survey area.</gco:CharacterString>
                     </gmd:description>
                     <gmd:dateTime>
                        <gco:DateTime>2009-04-23T00:00:00</gco:DateTime>
                     </gmd:dateTime>
                  </gmd:LI_ProcessStep>
               </gmd:processStep>
               <gmd:processStep>
                  <gmd:LI_ProcessStep>
                     <gmd:description>
                        <gco:CharacterString>The ABGPS, IMU, and raw scans are integrated using proprietary software developed by Optech and delivered with the Optech ALTM Gemini System. The resultant file is in a LAS binary file format. The LAS file version 1.1 format can be easily transferred from one file format to another.  It is a binary file format that maintains information specific to the LiDAR data (return#, intensity value, xyz, etc.). The resultant points are referenced to the Geographic NAD83 horizontal datum and NAVD88 vertical datum.</gco:CharacterString>
                     </gmd:description>
                     <gmd:dateTime>
                        <gco:DateTime>2009-05-27T00:00:00</gco:DateTime>
                     </gmd:dateTime>
                  </gmd:LI_ProcessStep>
               </gmd:processStep>
               <gmd:processStep>
                  <gmd:LI_ProcessStep>
                     <gmd:description>
                        <gco:CharacterString>The data is subjected to rigorous QA/QC according to the 3001 Inc. Quality Control Plan and procedures.  Very briefly, a series of quantitative and visual procedures are employed to validate the accuracy and consistency of the data. Ground control is established by 3001, Inc. and GPS-derived ground control points (GCPs) points in various areas of dominant and prescribed land cover.  These points are coded according to landcover, surface material and ground control suitability.  A suitable number of points are selected for calculation of a statistically significant accuracy assessment as per the requirements of the National Standard for Spatial Data Accuracy.  A spatial proximity analysis is used to select edited LiDAR data points within a specified distance of the relevant GCPs.  A search radius decision rule is applied with consideration of terrain complexity, cumulative error and adequate sample size. Accuracy validation and evaluation is accomplished using proprietary software to apply relevant statistical routines for calculation of Root Mean Square Error (RMSE) and the National Standard for Spatial Data Accuracy (NSSDA) according to Federal Geographic Data Committee (FGDC) specifications.</gco:CharacterString>
                     </gmd:description>
                     <gmd:dateTime>
                        <gco:DateTime>2009-05-27T00:00:00</gco:DateTime>
                     </gmd:dateTime>
                  </gmd:LI_ProcessStep>
               </gmd:processStep>
               <gmd:processStep>
                  <gmd:LI_ProcessStep>
                     <gmd:description>
                        <gco:CharacterString>The 1 meter BareEarth DEM was extracted from ASPRS Classified LIDAR products using class 2 and attributed with the elevation for each cell of the DEM.</gco:CharacterString>
                     </gmd:description>
                     <gmd:dateTime>
                        <gco:DateTime>2009-05-27T00:00:00</gco:DateTime>
                     </gmd:dateTime>
                  </gmd:LI_ProcessStep>
               </gmd:processStep>
               <gmd:processStep>
                  <gmd:LI_ProcessStep>
                     <gmd:description>
                        <gco:CharacterString>The NOAA Office for Coastal Management (OCM) received GeoTiff format files from USACE JALBTCX in April 2022  for the Texas, Louisiana, Mississippi, and Alabama coastline project area. Upon inspection of a few random files, it was noted that the files for Louisiana and Mississippi were in ellipsoid elevations, not NAVD88. This was reported to USACE JALBTCX who confirmed that their copy of the data also had this issue. For this reason, the Louisiana and Mississippi files were not included in the OCM processing of the data. This data set only includes the Texas and Alabama files.   
The bare earth raster files were at a 1 m grid spacing. The data were in geographic NAD83 coordinates and NAVD88 (Geoid03) elevations in meters. OCM assigned the appropriate EPSG codes (Horiz - 4269, Vert - 5703) and copied the raster files to https for Digital Coast storage and provisioning purposes.</gco:CharacterString>
                     </gmd:description>
                     <gmd:dateTime>
                        <gco:DateTime>2022-08-09T00:00:00</gco:DateTime>
                     </gmd:dateTime>
                     <gmd:processor>
                        <gmd:CI_ResponsibleParty>
                           <gmd:organisationName>
                              <gco:CharacterString>Office for Coastal Management</gco:CharacterString>
                           </gmd:organisationName>
                           <gmd:role>
                              <gmd:CI_RoleCode codeList="http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#gmd:CI_RoleCode"
                                               codeListValue="processor">processor</gmd:CI_RoleCode>
                           </gmd:role>
                        </gmd:CI_ResponsibleParty>
                     </gmd:processor>
                  </gmd:LI_ProcessStep>
               </gmd:processStep>
               <gmd:source>
                  <gmd:LI_Source>
                     <gmd:description>
                        <gco:CharacterString>Source Contribution: The Post Hurricane Gustav Aerial Survey 2009 was acquired for US Army Corps of Engineers (USACE) Joint Airborne Lidar Bathymetry Technical Center of Expertise (JALBTCX) and processed by 3001 International Inc.</gco:CharacterString>
                     </gmd:description>
                     <gmd:sourceCitation>
                        <gmd:CI_Citation>
                           <gmd:title>
                              <gco:CharacterString>Post Hurricane Gustav Aerial Survey LAS Dataset</gco:CharacterString>
                           </gmd:title>
                           <gmd:date gco:nilReason="missing"/>
                           <gmd:citedResponsibleParty>
                              <gmd:CI_ResponsibleParty>
                                 <gmd:organisationName>
                                    <gco:CharacterString>3001 International, Inc.</gco:CharacterString>
                                 </gmd:organisationName>
                                 <gmd:role>
                                    <gmd:CI_RoleCode codeList="http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#gmd:CI_RoleCode"
                                                     codeListValue="originator">originator</gmd:CI_RoleCode>
                                 </gmd:role>
                              </gmd:CI_ResponsibleParty>
                           </gmd:citedResponsibleParty>
                        </gmd:CI_Citation>
                     </gmd:sourceCitation>
                     <gmd:sourceExtent>
                        <gmd:EX_Extent>
                           <gmd:temporalElement>
                              <gmd:EX_TemporalExtent>
                                 <gmd:extent>
                                    <gml:TimePeriod gml:id="sourceExtent-1297670">
                                       <gml:beginPosition>2009-04-16</gml:beginPosition>
                                       <gml:endPosition>2009-06-12</gml:endPosition>
                                    </gml:TimePeriod>
                                 </gmd:extent>
                              </gmd:EX_TemporalExtent>
                           </gmd:temporalElement>
                        </gmd:EX_Extent>
                     </gmd:sourceExtent>
                  </gmd:LI_Source>
               </gmd:source>
               <gmd:source>
                  <gmd:LI_Source>
                     <gmd:description>
                        <gco:CharacterString>Source Contribution: The Post Hurricane Ike Aerial Survey 2009 was acquired for US Army Corps of Engineers (USACE) Joint Airborne Lidar Bathymetry Technical Center of Expertise (JALBTCX) and processed by 3001 International Inc.</gco:CharacterString>
                     </gmd:description>
                     <gmd:scaleDenominator>
                        <gmd:MD_RepresentativeFraction>
                           <gmd:denominator>
                              <gco:Integer>24000</gco:Integer>
                           </gmd:denominator>
                        </gmd:MD_RepresentativeFraction>
                     </gmd:scaleDenominator>
                     <gmd:sourceCitation>
                        <gmd:CI_Citation>
                           <gmd:title>
                              <gco:CharacterString>Post Hurricane Ike Aerial Survey LAS Dataset</gco:CharacterString>
                           </gmd:title>
                           <gmd:date gco:nilReason="missing"/>
                           <gmd:citedResponsibleParty>
                              <gmd:CI_ResponsibleParty>
                                 <gmd:organisationName>
                                    <gco:CharacterString>3001 International Inc</gco:CharacterString>
                                 </gmd:organisationName>
                                 <gmd:role>
                                    <gmd:CI_RoleCode codeList="http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#gmd:CI_RoleCode"
                                                     codeListValue="originator">originator</gmd:CI_RoleCode>
                                 </gmd:role>
                              </gmd:CI_ResponsibleParty>
                           </gmd:citedResponsibleParty>
                        </gmd:CI_Citation>
                     </gmd:sourceCitation>
                     <gmd:sourceExtent>
                        <gmd:EX_Extent>
                           <gmd:temporalElement>
                              <gmd:EX_TemporalExtent>
                                 <gmd:extent>
                                    <gml:TimePeriod gml:id="sourceExtent-1297671">
                                       <gml:beginPosition>2009-02-03</gml:beginPosition>
                                       <gml:endPosition>2009-04-23</gml:endPosition>
                                    </gml:TimePeriod>
                                 </gmd:extent>
                              </gmd:EX_TemporalExtent>
                           </gmd:temporalElement>
                        </gmd:EX_Extent>
                     </gmd:sourceExtent>
                  </gmd:LI_Source>
               </gmd:source>
               <gmd:source>
                  <gmd:LI_Source>
                     <gmd:sourceCitation>
                        <gmd:CI_Citation>
                           <gmd:title>
                              <gco:CharacterString>USACE JALBTCX</gco:CharacterString>
                           </gmd:title>
                           <gmd:date gco:nilReason="missing"/>
                           <gmd:citedResponsibleParty>
                              <gmd:CI_ResponsibleParty>
                                 <gmd:organisationName>
                                    <gco:CharacterString>USACE JALBTCX</gco:CharacterString>
                                 </gmd:organisationName>
                                 <gmd:role>
                                    <gmd:CI_RoleCode codeList="http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#gmd:CI_RoleCode"
                                                     codeListValue="originator">originator</gmd:CI_RoleCode>
                                 </gmd:role>
                              </gmd:CI_ResponsibleParty>
                           </gmd:citedResponsibleParty>
                        </gmd:CI_Citation>
                     </gmd:sourceCitation>
                  </gmd:LI_Source>
               </gmd:source>
            </gmd:LI_Lineage>
         </gmd:lineage>
      </gmd:DQ_DataQuality>
   </gmd:dataQualityInfo>
</gmi:MI_Metadata>
