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                <gco:CharacterString>Woolpert acquired, calibrated, and performed the refraction correction of the lidar data.  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 correction process corrects for this difference by adjusting the depth (distance traveled) and horizontal position (change of angle/direction) of the lidar data acquired within water.

Relative accuracy of the swaths compared to overlapping and adjacent swaths was verified through the use of Delta-Z (DZ) orthos created in LASTools software. Profiles of elevated planar features, such as roofs, were used to verify horizontal alignment between overlapping swaths.

The NovAtel software was utilized for GPS and inertial processing, Data were processed to an initial LAS format using the Leica Lidar Survey Studio software. 

Algorithms in TerraScan was used to create the initial ground surface.

All lidar data was peer-reviewed. QAQC also included creating void polygons for use during review.  All necessary edits were applied to the dataset.  LASTools was used to update LAS header information, including all projection and coordinate reference system information.  The final lidar data is in LAS format 1.4 and point data record format 6.

Data were processed in NAD83 (PA11) horizontal and vertical datum.  The National Oceanic and Atmospheric Administration (NOAA) received files in laz format.
	
The files contained lidar elevation and intensity measurements. With the exception of Niihau, data was delivered in UTM Zone 3 coordinates and ellipsoid elevations in meters.

Horizontal Datum-NAD83 (PA11) epoch: 2010.0
Projection-UTM Zone 3 North
Horizontal Units-meters
Vertical Datum-NAD83 (PA11) Ellipsoid height
Vertical Units-meters


 The final classification scheme for all data delivered to NOAA is as follows:
1-Unclassified
2-Ground
7-Low Noise
9-Topo Water Surface
18-High Noise
40-Bathymetric Point
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