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                <gco:CharacterString>Bulk download of data files in LAZ format, geographic coordinates, orthometric heights. Note that the vertical datum (hence elevations) of the files here are different than described in this document. They will be in an orthometric datum.</gco:CharacterString>
              </gmd:description>
              <gmd:function>
                <gmd:CI_OnLineFunctionCode codeList="http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#CI_OnLineFunctionCode" codeListValue="download">download</gmd:CI_OnLineFunctionCode>
              </gmd:function>
            </gmd:CI_OnlineResource>
          </gmd:onLine>
        </gmd:MD_DigitalTransferOptions>
      </gmd:transferOptions>
    </gmd:MD_Distribution>
  </gmd:distributionInfo>
  <gmd:dataQualityInfo>
    <gmd:DQ_DataQuality>
      <gmd:scope>
        <gmd:DQ_Scope>
          <gmd:level>
            <gmd:MD_ScopeCode codeList="http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#MD_ScopeCode" codeListValue="dataset">dataset</gmd:MD_ScopeCode>
          </gmd:level>
        </gmd:DQ_Scope>
      </gmd:scope>
      <gmd:report>
        <gmd:DQ_QuantitativeAttributeAccuracy>
          <gmd:nameOfMeasure>
            <gco:CharacterString>Accuracy</gco:CharacterString>
          </gmd:nameOfMeasure>
          <gmd:evaluationMethodDescription>
            <gco:CharacterString>All checkpoints located in non-vegetated terrain were used to compute the Non-vegetated Vertical Accuracy (NVA).  Project specifications required a NVA of 19.6 cm at the 95% confidence level based on RMSEz (10 cm) x 1.9600.  All checkpoints located in vegetated terrain were used to compute the Vegetated Vertical Accuracy (VVA).  Project specifications required a VVA of 30.0 cm based on the 95th percentile.  All checkpoints located in bathymetric areas were used to compute an accuracy for the bathymetric data.  Project specifications required bathymetric data to meet or exceed 35.3 cm at the 95% confidence level based on RMSEz (18.5 cm) x 1.9600.</gco:CharacterString>
          </gmd:evaluationMethodDescription>
          <gmd:result gco:nilReason="missing" />
        </gmd:DQ_QuantitativeAttributeAccuracy>
      </gmd:report>
      <gmd:report>
        <gmd:DQ_AbsoluteExternalPositionalAccuracy>
          <gmd:nameOfMeasure>
            <gco:CharacterString>Horizontal Positional Accuracy</gco:CharacterString>
          </gmd:nameOfMeasure>
          <gmd:evaluationMethodDescription>
            <gco:CharacterString>Only checkpoints photo-identifiable in the intensity imagery can be used to test the horizontal accuracy of the lidar.  Photo-identifiable checkpoints in intensity imagery typically include checkpoints located at the ends of paint stripes on concrete or asphalt surfaces or checkpoints located at 90 degree corners of different reflectivity, e.g. a sidewalk corner adjoining a grass surface.  The xy coordinates of checkpoints, as defined in the intensity imagery, are compared to surveyed xy coordinates for each photo-identifiable checkpoint.  These differences are used to compute the tested horizontal accuracy of the lidar.  As not all projects contain photo-identifiable checkpoints, the horizontal accuracy of the lidar cannot always be tested.

Lidar vendors calibrate their lidar systems during installation of the system and then again for every project acquired.  Typical calibrations include cross flights that capture features from multiple directions that allow adjustments to be performed so that the captured features are consistent between all swaths and cross flights from all directions. Horizontal positional accuracy is achieved through rigorous processing of airborne GPS and IMU, use of control, and calibration procedures. This data set was produced to meet ASPRS Positional Accuracy Standards for Digital Geospatial Data (2014) for a 41 cm RMSEx/RMSEy Horizontal Accuracy Class which equates to Positional Horizontal Accuracy = +/- 1 meter at a 95% confidence level.</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>This lidar dataset was tested to meet ASPRS Positional Accuracy Standards for Digital Geospatial Data (2014) for a 10 cm RMSEz Vertical Accuracy Class.  Actual NVA accuracy was found to be RMSEz= 7.1 cm, equating to +/- 13.8 cm at 95% confidence level.

This lidar dataset was tested to meet ASPRS Positional Accuracy Standards for Digital Geospatial Data (2014) for a 10 cm RMSEz Vertical Accuracy Class.  Actual VVA accuracy was found to be +/- 26.4 cm at the 95th percentile.  The 5% outliers consisted of 3 checkpoints with DZ values larger than the 95th percentile. The larger DZ values were recorded at 37.9 cm, 30.0 cm, and 27.7 cm.

This lidar dataset was tested to meet ASPRS Positional Accuracy Standards for Digital Geospatial Data (2014) for a 18.5 cm RMSEz Vertical Accuracy Class.  Actual Bathymetric accuracy was found to be RMSEz = 14.9 cm, equating to +/- 29.2 cm at 95% confidence level.</gco:CharacterString>
          </gmd:evaluationMethodDescription>
          <gmd:result gco:nilReason="missing" />
        </gmd:DQ_AbsoluteExternalPositionalAccuracy>
      </gmd:report>
      <gmd:report>
        <gmd:DQ_ThematicClassificationCorrectness>
          <gmd:nameOfMeasure>
            <gco:CharacterString>Comparability</gco:CharacterString>
          </gmd:nameOfMeasure>
          <gmd:evaluationMethodDescription>
            <gco:CharacterString>The vertical accuracy of the lidar was tested by Dewberry with 134 independent survey checkpoints.  The survey checkpoints are located in areas of non-vegetated terrain, including bare earth, open terrain, and urban terrain (72), vegetated terrain, including forest, brush, tall weeds, crops, and high grass (50), and submerged bottom areas (12).  The vertical accuracy is tested by comparing survey checkpoints to a triangulated irregular network (TIN) that is created from the lidar ground and submerged bottom points.  Checkpoints are always compared to interpolated surfaces created from the lidar point cloud because it is unlikely that a survey checkpoint will be located at the location of a discrete lidar point. The 134 survey checkpoints were not evenly distributed throughout the project area. The lack of municipal development surrounding Matagorda Bay hindered accessibility to this area.</gco:CharacterString>
          </gmd:evaluationMethodDescription>
          <gmd:result gco:nilReason="missing" />
        </gmd:DQ_ThematicClassificationCorrectness>
      </gmd:report>
      <gmd:report>
        <gmd:DQ_CompletenessCommission>
          <gmd:nameOfMeasure>
            <gco:CharacterString>Completeness Report</gco:CharacterString>
          </gmd:nameOfMeasure>
          <gmd:evaluationMethodDescription>
            <gco:CharacterString>Data covers the project boundary.</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>Not applicable</gco:CharacterString>
          </gmd:evaluationMethodDescription>
          <gmd:result gco:nilReason="missing" />
        </gmd:DQ_ConceptualConsistency>
      </gmd:report>
      <gmd:lineage>
        <gmd:LI_Lineage>
          <gmd:statement gco:nilReason="missing" />
          <gmd:processStep>
            <gmd:LI_ProcessStep>
              <gmd:description>
                <gco:CharacterString>Data for the coastline for the TX1803 topobathy project was acquired by Leading Edge Geomatics using a Leica Chiroptera II Bathymetric and Topographic lidar sensor.  All delivered lidar data is referenced to:
Horizontal Datum-NAD83 (2011) epoch: 2010
Projection-UTM Zone 14 North
Projection-UTM Zone 15 North
Horizontal Units-meters
Vertical Datum-NAD83 (2011)
Vertical Units-meters

This dataset encompasses 3813 1000 m x 1000 m tiles.  Both green lidar data and NIR lidar data were acquired.

Leading Edge Geomatics acquired, calibrated and performed the refraction correction to the lidar data.</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2019-12-01T00:00:00</gco:DateTime>
              </gmd:dateTime>
              <gmd:processor>
                <gmd:CI_ResponsibleParty>
                  <gmd:organisationName>
                    <gco:CharacterString>National Geodetic Survey</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:processStep>
            <gmd:LI_ProcessStep>
              <gmd:description>
                <gco:CharacterString>Dewberry received the calibrated green and NIR data and verified complete coverage.  Relative accuracy of the green swaths compared to overlapping and adjacent green swaths as well as the relative accuracy of green swaths compared to overlapping and adjacent NIR swaths were verified through the use of Delta-Z (DZ) orthos created in GeoCue software.  Visual inspections using z-range rasters were used to verify intraswath or within a swath relative accuracy.  Profiles of elevated planar features, such as roofs, were used to verify horizontal alignment between overlapping swaths.  Dewberry then verified absolute vertical accuracy of the swath data prior to full-scale production.

Dewberry used algoritms in TerraScan to create the intial ground/submerged topography surface.

Dewberry used rasterized aggregate extents of refracted points to create automated, smoothed 2-D refraction extent vectors with LAStools and ArcGIS. Light travels at different speeds in air versus water and its speed and direction of travel change when it enters the water column.  The refraction correction process accounts for this difference by adjusting the depth (distance traveled) and horizontal position (change of angle/direction) of the lidar points acquired within water. These refraction extents delineate areas where the refraction correction was applied to the lidar data by Leica's automated refraction correction software based on the software's detection of water.</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2019-12-01T00:00:00</gco:DateTime>
              </gmd:dateTime>
              <gmd:processor>
                <gmd:CI_ResponsibleParty>
                  <gmd:organisationName>
                    <gco:CharacterString>National Geodetic Survey</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:processStep>
            <gmd:LI_ProcessStep>
              <gmd:description>
                <gco:CharacterString>All lidar data was peer-reviewed.  Dewberry's QAQC also included creating void polygons for use during review.  All necessary edits were applied to the dataset.  GeoCue software was used to update LAS header information, including all projection and coordinate reference system information.  The final lidar data are in LAS format 1.4 and point data record format 6.

The final classificaton scheme is as follows:
0-Created, never classified
1-Unclassified
2-Ground
7-Noise
40-Bathymetric bottom
41-Water surface
42-Derived water surface
43-Submerged object, not otherwise specified
44-International Hydrograpic Organization (IHO) S-57 object
45-No bottom found
46-Temporal change

All data was then verified by an independent QC department within Dewberry.  The independent QC was performed by analysts who do not perform manual classification or editing.  The independent QC involved quantitative and qualitative reviews.</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2019-12-01T00:00:00</gco:DateTime>
              </gmd:dateTime>
              <gmd:processor>
                <gmd:CI_ResponsibleParty>
                  <gmd:organisationName>
                    <gco:CharacterString>National Geodetic Survey</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:processStep>
            <gmd:LI_ProcessStep>
              <gmd:description>
                <gco:CharacterString>The NOAA Office for Coastal Management (OCM) received files in laz format. The files contained lidar elevation and intensity measurements. The data were in UTM Zone 14 and UTM Zone 15 coordinates and ellipsoid elevations in meters. OCM performed the following processing on the data for Digital Coast storage and provisioning purposes: 
1. Converted from UTM Zone 14 and 15  to geographic coordinates
2. Sorted by gps time.
3. Moved data from class 46 to class 22 

The final classification scheme is as follows:

1 - Unclassified

2 - Ground

7 - Noise

22 - Temporal Exclusion

40 - Bathymetric Bottom or Submerged Topography

41 - Water Surface

42-Derived water surface

43 - Submerged feature

45 - Water Column</gco:CharacterString>
              </gmd:description>
              <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:sourceCitation>
                <gmd:CI_Citation>
                  <gmd:title>
                    <gco:CharacterString>Acquisition</gco:CharacterString>
                  </gmd:title>
                  <gmd:date gco:nilReason="missing" />
                  <gmd:citedResponsibleParty>
                    <gmd:CI_ResponsibleParty>
                      <gmd:organisationName>
                        <gco:CharacterString>Leading Edge Geomatics</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:source>
            <gmd:LI_Source>
              <gmd:sourceCitation>
                <gmd:CI_Citation>
                  <gmd:title>
                    <gco:CharacterString>Data Processing</gco:CharacterString>
                  </gmd:title>
                  <gmd:date gco:nilReason="missing" />
                  <gmd:citedResponsibleParty>
                    <gmd:CI_ResponsibleParty>
                      <gmd:organisationName>
                        <gco:CharacterString>Dewberry</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>