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All data in each block includes topobathymetric data in a LAS format 1.4, point data record format 6, with the following classifications in accordance with project specifications and the American Society for Photogrammetry and Remote Sensing (ASPRS) classification standards:
			
			1   - Unclassified
			1W  - Withheld - edge clip 
			1OW - Overlap Withheld - unrefracted green data from Chiroptera sensor
			2   - Ground
			7W  - Withheld -low noise
			18W - Withheld - high noise
			40  - Bathymetric bottom or submerged topography
			41  - Water surface
			42S - Synthetic- Chiroptera synthetic water surface
			43  - Submerged feature
			45  - Water column
			64  - Submerged Aquatic Vegetation (SAV)
			65 - Overlap bathy bottom - temporally different from a separate lift
			71  - Unclassified associated with areas of overlap bathy bottom/temporal bathymetric differences
			72  - Ground associated with areas of overlap bathy bottom/temporal bathymetric differences
			81  - Water surface associated with areas of overlap bathy bottom/temporal bathymetric differences
			82S - Synthetic - Chiroptera synthetic water surface associated with areas of overlap bathy bottom/temporal bathymetric differences
			85  - Water column associated with areas of overlap bathy bottom/temporal bathymetric differences.
			
			The channel bits are mapped as the following:
			0 - Chiroptera green shallow laser
			1 - Chiroptera/Hawkeye synthetic water surface
			2 - Hawkeye green deep laser
			3 - Chiroptera NIR
			
			The user byte is mapped as the following:
			10 - Chiroptera green shallow
			11 - Chiroptera green shallow 4X
			12 - Chiroptera green shallow synthetic
			20 - Hawkeye green deep
			21 - Hawkeye green deep 4X
			22 - Hawkeye green deep synthetic
			30 - Chiroptera NIR
			
This dataset also includes lidar intensity values, number of returns, return number, time, and scan angle. 

After each initial Long Island Sound Topobathymetric Lidar block Delivery submission, NOAA reviewed the data and provided NV5 with a feedback edit review. NV5 has corrected these feedback edits and incorporated them into the final block datasets .  Additionally, green laser intensity values were normalized for depth resulting in a full redelivery of all LAS files in block02 and block04.   LAS files were compiled in 500 m x 500 m tiles.</gco:CharacterString>
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        <gco:CharacterString>This lidar data was required by National Oceanic and Atmospheric Administration (NOAA) and the National Geodetic Survey (NGS), Remote Sensing Division Coastal Mapping Program (CMP) to enable accurate and consistent measurement of the national shoreline. The CMP works to provide a regularly updated and consistent national shoreline to define America's marine territorial limits and manage coastal resources.</gco:CharacterString>
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                <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:transferOptions>
        <gmd:MD_DigitalTransferOptions>
          <gmd:onLine>
            <gmd:CI_OnlineResource>
              <gmd:linkage>
                <gmd:URL>https://noaa-nos-coastal-lidar-pds.s3.amazonaws.com/laz/geoid18/10273/index.html</gmd:URL>
              </gmd:linkage>
              <gmd:protocol>
                <gco:CharacterString>WWW:LINK-1.0-http--link</gco:CharacterString>
              </gmd:protocol>
              <gmd:name>
                <gco:CharacterString>Bulk Download</gco:CharacterString>
              </gmd:name>
              <gmd:description>
                <gco:CharacterString>Simple download of data files.</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_AbsoluteExternalPositionalAccuracy>
          <gmd:nameOfMeasure>
            <gco:CharacterString>Horizontal Positional Accuracy</gco:CharacterString>
          </gmd:nameOfMeasure>
          <gmd:evaluationMethodDescription>
            <gco:CharacterString>Lidar horizontal accuracy is a function of Global Navigation Satellite System (GNSS) derived positional error, flying altitude, and INS derived attitude error. The obtained RMSEr value is multiplied by a conversion factor of 1.7308 to yield the horizontal component of the National Standards for Spatial Data Accuracy (NSSDA) reporting standard where a theoretical point will fall within the obtained radius 95 percent of the time (ACCr). The project specification requires horizontal positions to be accurate to 1.0m(RMSE). 

Block01, Block02 and Block03:  
Based on a flying altitude of 400 meters, an IMU error of 0.003 decimal degrees, and a GNSS positional error of 0.008 meters, the RMSEr value for the Leica Chiroptera shallow green and NIR sensor data is 0.038 meters, with a ACCr of 0.07 meters at the 95% confidence level. 

The RMSEr value for the Leica Hawkeye deep green sensor data is 0.038 meters, with a ACCr of 0.07 meters at the 95% confidence level based on a flying altitude of 400 meters, an IMU error of 0.003 decimal degrees, and a GNSS positional error of 0.008 meters.

Block04: 
Based on a flying altitude of 400 meters, an IMU error of 0.003 decimal degrees, and a GNSS positional error of 0.008 meters, the RMSEr value for the Leica Chiroptera shallow green and NIR sensor data for Block04 is 0.038 meters, with a ACCr of 0.07 meters at the 95% confidence level. 

The RMSEr value for the Leica Hawkeye deep green sensor data in Block04 is 0.051 meters, with a ACCr of 0.09 meters at the 95% confidence level based on a flying altitude of 400 meters, an IMU error of 0.004 decimal degrees, and a GNSS positional error of 0.008 meters. 

Please refer to the NOAA Long Island Sound Topobathymetric Lidar final data report for final accuracies.</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>Absolute accuracy was assessed using Non-Vegetated Vertical Accuracy (NVA) survey methods. Survey check points were evenly distributed as feasible throughout the project area. NVA compares known ground check point data that were withheld from the calibration and post-processing of the lidar point cloud to the triangulated surface generated by the ground classified lidar point cloud. NVA is a measure of the accuracy of lidar point data in open areas with level slope (less than 20Â°) where the lidar system has a high probability of measuring the ground surface and is evaluated at the 95% confidence interval (1.96*RMSE).  Project specifications require NVA meet 0.196 m accuracy at the 95% confidence interval. Submerged topography points were tested separately.  Project specifications require submerged topography to meet a vertical RMSE of QL2b specified in the Draft National Coastal Mapping strategy 1.0 which is equivalent to 0.30 m RMSE at a depth of 1 m.

Block01: 
The Block01 dataset Non-Vegetated Vertical Accuracy tested 0.055 m vertical accuracy at the 95% confidence level against the ground classified lidar point cloud in open terrain using 13 ground check points, based on RMSEz (0.028 m) x 1.9600. The accuracy of submerged topography in Block01 tested 0.095 m vertical accuracy at the 95% confidence level against the classified points cloud using 170 submerged check points, based on RMSEz (0.049 m) x 1.9600. Submerged topography checkpoints usually occur in depths up to 1m.

Block02:
The Block02 area dataset Non-Vegetated Vertical Accuracy tested 0.055 m vertical accuracy at the 95% confidence level against the ground classified lidar point cloud in open terrain using 16 ground check points, based on RMSEz (0.028 m) x 1.9600.  The accuracy of submerged topography in Block02 tested 0.136 m vertical accuracy at the 95% confidence level against the classified points cloud using 254 submerged check points, based on RMSEz (0.069 m) x 1.9600. Submerged topography checkpoints usually occur in depths up to 1m.

Block03:
The Block03 area dataset Non-Vegetated Vertical Accuracy tested 0.032 m vertical accuracy at the 95% confidence level against the ground classified lidar point cloud in open terrain using 5 ground check points, based on RMSEz (0.016 m) x 1.9600.  The accuracy of submerged topography in Block03 tested 0.218 m vertical accuracy at the 95% confidence level against the classified points cloud using 244 submerged check points, based on RMSEz (0.111 m) x 1.9600. Submerged topography checkpoints usually occur in depths up to 1m.

Block04:  The Block04 area dataset Non-Vegetated Vertical Accuracy tested 0.056 m vertical accuracy at the 95% confidence level against the ground classified lidar point cloud in open terrain using 6 ground check points, based on RMSEz (0.029 m) x 1.9600.  The accuracy of submerged topography in Block04  tested 0.154 m vertical accuracy at the 95% confidence level against the classified points cloud using 516 submerged check points, based on RMSEz (0.079 m) x 1.9600. Submerged topography checkpoints usually occur in depths up to 1m.</gco:CharacterString>
          </gmd:evaluationMethodDescription>
          <gmd:result gco:nilReason="missing" />
        </gmd:DQ_AbsoluteExternalPositionalAccuracy>
      </gmd:report>
      <gmd:lineage>
        <gmd:LI_Lineage>
          <gmd:statement gco:nilReason="missing" />
          <gmd:processStep>
            <gmd:LI_ProcessStep>
              <gmd:description>
                <gco:CharacterString>Data for the NOAA Long Island Sound Topobathymetric Lidar block areas were acquired by NV5 using Leica Chiroptera/Hawkeye 4X and Chiroptera/Hawkeye 5 topobathymetric lidar systems. All derived LAS data is referenced to: 

				Horizontal Datum-NAD83(2011) epoch: 2010.00
				Projection-UTM Zone 18N
				Horizontal Units-meters
				Vertical Datum-GRS80 Ellipsoid
				Vertical Units-meters

NOAA provided NV5 with a project boundary for the NOAA Long Island Sound project. Using a 50 meter buffered boundary, NV5 created an airborne lidar acquisition plan. The collected lidar data were immediately processed in the field by NV5 to a level that will allow QA\QC measures to determine if the sensor is functioning properly and assess the coverage of submerged topography. An initial SBET was created using Waypoint Inertial Explorer 8.90, and the raw data were extracted into geo-referenced LAS files using Lidar Survey Studio 3.0 with pre-calculated scanner misalignment angles determined through a boresight protocol. These files were inspected for errors and then passed through an automated workflow, producing rasters to develop an initial assessment of bathymetric coverage. NV5 reviewed all acquired flight lines to ensure complete coverage and positional accuracy of the laser points. These rasters were also used to create Quick Look Coverage Maps. These Quick Look files are not fully processed data or final products but provide rapid assessment of approximate coverage and depth penetration.</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2024-11-15T00:00:00</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>NV5 resolved kinematic corrections for aircraft position data using aircraft GNSS and Applanix's proprietary PP-RTX solution. When PP-RTX was not used NV5 conducted static Global Navigation Satellite System (GNSS) ground surveys (1 Hz recording frequency) using base stations over known monument locations during flights. After the airborne survey, static GPS data were triangulated with nearby Continuously Operating Reference Stations (CORS) using the Online Positioning User Service (OPUS) for precise positioning. Multiple independent sessions over the same base station were performed to confirm antenna height measurements and to refine position accuracy.

This data was used to correct the continuous on board measurements of the aircraft position recorded throughout the flight. A final smoothed best estimate trajectory (SBET) was developed that blends post-processed aircraft position with attitude data. Using the SBETs, sensor head position and attitude were then calculated throughout the survey. Trimble Business Center v.3.90, Blue Marble Geographic Calculator 2019, and PosPac MMS 8.3 SP3 were used for these processes.

Following the final SBET creation, NV5 used Leica Lidar Survey Studio (LSS) to calculate laser point positioning by associating SBET positions to each laser point return time, scan angle, and intensity. Leica LSS was used to derive a synthetic water surface to create a water surface model. Light travels at different speeds in air versus water and its direction of travel or angle is changed or refracted when entering the water column. The refraction tool corrects for this difference by adjusting the depth (distance traveled) and horizontal positioning (change of angle/direction) of the lidar data. All lidar data below water surface models were classified as water column to correct for refraction. Using raster-based QC methods, the output data is verified to ensure the refraction tool functioned properly.</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2024-11-15T00:00:00</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>Once all data was refracted by flight line, the data was exported to LAS 1.4 format and combined into 500 m x 500 m tiles. Data were then further calibrated using TerraMatch. NV5 used custom algorithms in TerraScan to classify the initial ground/submerged topography surface points.  Relative accuracy of overlapping swaths was compared and verified through the use Delta-Z (DZ) orthos created using NV5's Las Product Creator. Absolute vertical accuracy of the calibrated data was assessed using ground survey data and complete coverage was again verified.</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2024-11-15T00:00:00</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>Post automated classification NV5 then performed manual editing to review all classification and improve the final topobathymetric surface. NV5's LasMonkey 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 classification scheme is as follows:

				1   - Unclassified
				1W  - Withheld - edge clip 
				1OW - Overlap Withheld - unrefracted green data from Chiroptera sensor
				2   - Ground
				7W  - Withheld -low noise
				18W - Withheld - high noise
				40  - Bathymetric bottom or submerged topography
				41  - Water surface
				42S - Synthetic- Chiroptera synthetic water surface
				43  - Submerged feature
				45  - Water column
				64  - Submerged Aquatic Vegetation (SAV)
				65 - Overlap bathy bottom - temporally different from a separate lift
				71  - Unclassified associated with areas of overlap bathy bottom/temporal bathymetric differences
				72  - Ground associated with areas of overlap bathy bottom/temporal bathymetric differences
				81  - Water surface associated with areas of overlap bathy bottom/temporal bathymetric differences
				82S - Synthetic - Chiroptera synthetic water surface associated with areas of overlap bathy bottom/temporal bathymetric differences
				85  - Water column associated with areas of overlap bathy bottom/temporal bathymetric differences.</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2024-11-15T00:00:00</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 contain lidar elevation and intensity measurements.

OCM performed the following processing on the data for Digital Coast storage and provisioning purposes: 1. Converted from UTM to geographic coordinates 2. Sorted by gps time</gco:CharacterString>
              </gmd:description>
              <gmd:dateTime>
                <gco:DateTime>2025-02-22T00:00:00</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:sourceCitation>
                <gmd:CI_Citation>
                  <gmd:title>
                    <gco:CharacterString>Acquisition and Processing</gco:CharacterString>
                  </gmd:title>
                  <gmd:date gco:nilReason="missing" />
                  <gmd:citedResponsibleParty>
                    <gmd:CI_ResponsibleParty>
                      <gmd:organisationName>
                        <gco:CharacterString>NV5</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>