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OCM Partners, 2023: 2011 Puget Sound LiDAR Consortium (PSLC) Topographic LiDAR: Kittitas-Colockum Study Area,

Item Identification

Title: 2011 Puget Sound LiDAR Consortium (PSLC) Topographic LiDAR: Kittitas-Colockum Study Area
Short Name: wa2011_pslc_kittitas_colockum_m2599_metadata
Status: Completed
Publication Date: 2013-12-03

Watershed Sciences, Inc. (WSI) collected Light Detection and Ranging (LiDAR) data on 6 days

between September 15th and November 5th, 2010 for the Puget Sound LiDAR Consortium in

Kittitas County, WA. The requested. As the dataset is adjacent to a previously delivered

LiDAR dataset (Wenatchee), comparisons were made to ensure spatial accuracy between

datasets. The total acreage of this delivery is 172,115 acres of LiDAR data.

Point density 8.5 points/m2.


Provide high resolution terrain elevation and land cover elevation data.



Supplemental Information:

A footprint of this data set may be viewed in Google Earth at:

Reports explaining collection and quality assurance is available at:


Theme Keywords

Thesaurus Keyword
ISO 19115 Topic Category
None LAZ

Physical Location

Organization: Office for Coastal Management
City: Charleston
State/Province: SC

Data Set Information

Data Set Scope Code: Data Set
Maintenance Frequency: As Needed
Data Presentation Form: las
Entity Attribute Overview:

LiDAR points in LAZ format (ASPRS Classes 1,2)

Entity Attribute Detail Citation:


Distribution Liability:

Any conclusions drawn from the analysis of this information are not the responsibility

of Watershed Sciences, PSLC, NOAA, the Office for Coastal Management or its partners.

Data Set Credit: Please credit the Puget Sound LiDAR Consortium (PSLC) for these data. The PSLC is supported by the Puget Sound Regional Council, the National Aeronautical and Space Administration (NASA), the United States Geological Survey (USGS) and numerous partners in local, state, and tribal government.

Support Roles

Data Steward

CC ID: 692730
Date Effective From: 2013-12-03
Date Effective To:
Contact (Organization): NOAA Office for Coastal Management (NOAA/OCM)
Address: 2234 South Hobson Ave
Charleston, SC 29405-2413
Email Address:
Phone: (843) 740-1202


CC ID: 692732
Date Effective From: 2013-12-03
Date Effective To:
Contact (Organization): NOAA Office for Coastal Management (NOAA/OCM)
Address: 2234 South Hobson Ave
Charleston, SC 29405-2413
Email Address:
Phone: (843) 740-1202

Metadata Contact

CC ID: 692733
Date Effective From: 2013-12-03
Date Effective To:
Contact (Organization): NOAA Office for Coastal Management (NOAA/OCM)
Address: 2234 South Hobson Ave
Charleston, SC 29405-2413
Email Address:
Phone: (843) 740-1202

Point of Contact

CC ID: 692731
Date Effective From: 2013-12-03
Date Effective To:
Contact (Organization): NOAA Office for Coastal Management (NOAA/OCM)
Address: 2234 South Hobson Ave
Charleston, SC 29405-2413
Email Address:
Phone: (843) 740-1202


Currentness Reference: Ground Condition

Extent Group 1

Extent Group 1 / Geographic Area 1

CC ID: 1134913
W° Bound: -120.4130622
E° Bound: -119.9356002
N° Bound: 47.23914574
S° Bound: 46.98246108

Spatial Information

Spatial Representation

Representations Used

Vector: Yes

Access Information

Security Class: Unclassified
Data Access Procedure:

This data can be obtained on-line at the following URL:


Data Access Constraints:


Data Use Constraints:

Users should be aware that temporal changes may have occurred since this data set was collected and some parts of this data

may no longer represent actual surface conditions. Users should not use this data for critical applications without a full

awareness of its limitations. These data depict the heights at the time of the survey and are only accurate for that time.

Distribution Information

Distribution 1

CC ID: 743384
Download URL:
File Name: Customized Download

Create custom data files by choosing data area, product type, map projection, file format, datum, etc.

Distribution 2

CC ID: 743385
Download URL:
File Name: Bulk Download

Simple download of data files.



CC ID: 743387
URL Type:
Online Resource


CC ID: 743388
URL Type:
Online Resource


CC ID: 743389
Name: Browse Graphic
URL Type:
Browse Graphic
File Resource Format: kmz

This graphic shows the lidar coverage for the Kittitas-Colockum counties collected in 2011.

Activity Log

Activity Log 1

CC ID: 692749
Activity Date/Time: 2016-05-23

Date that the source FGDC record was last modified.

Activity Log 2

CC ID: 692748
Activity Date/Time: 2017-11-14

Converted from FGDC Content Standards for Digital Geospatial Metadata (version FGDC-STD-001-1998) using '' script. Contact Tyler Christensen (NOS) for details.

Activity Log 3

CC ID: 718767
Activity Date/Time: 2018-02-08

Partial upload of Positional Accuracy fields only.

Activity Log 4

CC ID: 743386
Activity Date/Time: 2018-03-13

Partial upload to move data access links to Distribution Info.

Data Quality


Elevations are recorded in floating-point meters and the vertical datum is ellipsoidal (GEOID03).

Horizontal Positional Accuracy:

Horizontal positional accuracy for LiDAR is dependent upon the quality of

the GPS/INS solution, sensor calibration and ground conditions at the time of data capture.

The standard system results for horizontal accuracy are less than 1 meter. Not reported, assumed as 1.0 m.

; Quantitative Value: 1.0 meters, Test that produced the value: See LiDAR data report.

Vertical Positional Accuracy:

Review the report cited as supplemental information above for details on accuracy assessment.; Quantitative Value: 0.04 meters, Test that produced the value:

Calculated to 3.9 cm at 1 sigma. Summary statistics for point resolution and

accuracy (relative and absolute) of the LiDAR data collected in the Douglas County

survey area are presented below in terms of central tendency, variation around

the mean, and the spatial distribution of the data (for point resolution by bin).

Completeness Report:

LiDAR data has been collected and processed for all areas within the project study area.

Conceptual Consistency:

LiDAR survey datasets were referenced to the 1 Hz static ground GPS data collected over presurveyed

monuments with known coordinates. While surveying, the aircraft collected 2 Hz kinematic GPS data,

and the onboard inertial measurement unit (IMU) collected 200 Hz aircraft attitude data. Leica

IPAS Suite was used to process the kinematic corrections for the aircraft. The static and kinematic

GPS data were then post-processed after the survey to obtain an accurate GPS solution and aircraft

positions. Waypoint was used to develop a trajectory file that includes corrected aircraft position

and attitude information. The trajectory data for the entire flight survey session were incorporated

into a final smoothed best estimated trajectory (SBET) file that contains accurate and continuous

aircraft positions and attitudes.


Process Steps

Process Step 1

CC ID: 1134909


The LiDAR survey utilized Leica ALS50 Phase II and ALS 60 sensors in a Cessna Caravan 208B

(dual-mounted 9/15/10). The sensors operate with Automatic Gain Control (AGC) for

intensity correction. Depending on acquisition day weather and terrain, the Leica systems

were set to acquire from =83,000 to 105,900 laser pulses per second (i.e., 83 - 105.9 kHz

pulse rate) and flown at 900-1300 meters above ground level (AGL), capturing a scan angle of

+/- 14 degrees from nadir. These settings were developed to yield points with an avg native pulse

density of more than 8 pulses per sq m over terrestrial surfaces. It is not uncommon for some

types of surfaces (e.g. dense vegetation or water) to return fewer pulses than the laser

originally emitted. These discrepancies between 'native' and 'delivered' density will vary

depending on terrain, land cover, and the prevalence of water bodies.

Process Date/Time: 2009-05-02 00:00:00

Process Step 2

CC ID: 1134910

Resolved kinematic corrections for aircraft position data using kinematic aircraft GPS

and static ground GPS data.

Software - Waypoint GPS v.8.10, Trimble Geomatics Office v.1.62

2. Developed a smoothed best estimate of trajectory (SBET) file that blends postprocessed

aircraft position with attitude data. Sensor head position and attitude were

calculated throughout the survey. The SBET data were used extensively for laser point


Software - IPAS v.1.35

3. Calculated laser point position by associating SBET position to each laser point return

time, scan angle, intensity, etc. Created raw laser point cloud data for the entire

survey in *.las (ASPRS v. 1.2) format.

Software - ALS Post Processing Software v.2.70

4. Imported raw laser points into manageable blocks (less than 500 MB) to perform

manual relative accuracy calibration and filter for pits/birds. Ground points were

then classified for individual flight lines (to be used for relative accuracy testing and


Software - TerraScan v.10.009

5. Using ground classified points per each flight line, the relative accuracy was tested.

Automated line-to-line calibrations were then performed for system attitude

parameters (pitch, roll, heading), mirror flex (scale) and GPS/IMU drift. Calibrations

were performed on ground classified points from paired flight lines. Every flight line

was used for relative accuracy calibration.

Software - TerraMatch v.10.006

6. Position and attitude data were imported. Resulting data were classified as ground

and non-ground points. Statistical absolute accuracy was assessed via direct

comparisons of ground classified points to ground RTK survey data. Data were then

converted to orthometric elevations (NAVD88) by applying a Geoid03 correction.

Software - TerraScan v.10.009, TerraModeler v.10.004

7. Bare Earth models were created as a triangulated surface and exported as ArcInfo

ASCII grids at a 3-foot pixel resolution. Highest Hit models were created for any class

at 3-foot grid spacing and exported as ArcInfo ASCII grids.

Software - TerraScan v.10.009, ArcMap v. 9.3.1, TerraModeler v.10.004

Process Step 3

CC ID: 1134911

The NOAA Office for Coastal Management (OCM) downloaded topographic files in LAZ format from PSLC's website.

The files contained lidar easting, northing, elevation, intensity, return number, class, scan angle

and GPS time measurements; the data was received in state plane Washington South (in feet) and

vertical coordinates were referenced to NAVD88 in feet using the Geoid03 model.

OCM performed the following processing for data storage and Digital Coast provisioning purposes:

1. The All-Return LAZ files were checked for bad elevations

2. The laz files were converted from a Projected Coordinate System (SP 4602) to a Geographic Coordinate system (NAD83)

3. The laz files were then converted to ellipsoidal vertical units in meters using the geoid03 conversion.

Process Date/Time: 2013-12-02 00:00:00

Catalog Details

Catalog Item ID: 50162
GUID: gov.noaa.nmfs.inport:50162
Metadata Record Created By: Anne Ball
Metadata Record Created: 2017-11-15 15:24+0000
Metadata Record Last Modified By: SysAdmin InPortAdmin
Metadata Record Last Modified: 2022-08-09 17:11+0000
Metadata Record Published: 2022-03-16
Owner Org: OCMP
Metadata Publication Status: Published Externally
Do Not Publish?: N
Metadata Last Review Date: 2022-03-16
Metadata Review Frequency: 1 Year
Metadata Next Review Date: 2023-03-16