Identification_Information:

  Citation:

    Citation_Information:

      Originator: TerraPoint USA Inc

      Originator: David Evans and Associates, Inc

      Publication_Date: January 09, 2007

      Title: Snohomish Fill-in

      Geospatial_Data_Presentation_Form: raster digital data

      Online_Linkage:

  Description:

    Abstract: High Resolution LIDAR topography of Snohomish County.

    Purpose: Data acquired for a high quality DEM.

  Status:

    Progress: Complete

    Maintenance_and_Update_Frequency: None planned

  Spatial_Domain:

    Bounding_Coordinates:

      West_Bounding_Coordinate: -122.40

      East_Bounding_Coordinate: -121.72

      North_Bounding_Coordinate: 48.27

      South_Bounding_Coordinate: 47.78

  Keywords:

    Theme:

      Theme_Keyword: topography

      Theme_Keyword: lidar

      Theme_Keyword: bare-earth

      Theme_Keyword: high-resolution

      Theme_Keyword: DEM

      Theme_Keyword: ALSM

      Theme_Keyword: light detection and ranging

      Theme_Keyword: digital terrain model

      Theme_Keyword: digital elevation model

    Place:

      Place_Keyword: Washington State

      Place_Keyword: Snohomish County

  Access_Constraints: None

  Data_Set_Credit:

  Native_Data_Set_Environment: ESRI Arcinfo Data Formats, ASCII Text Files

Data_Quality_Information:

  Attribute_Accuracy:

    Attribute_Accuracy_Report: Not applicable

  Positional_Accuracy:

    Horizontal_Positional_Accuracy:

      Horizontal_Positional_Accuracy_Report: +/- 40 – 60 centimeters on all but extremely hilly terrain.

    Vertical_Positional_Accuracy:

      Vertical_Positional_Accuracy_Report:

        13,018 Kinematic check points along multiple roadways within the project site were compared with the LIDAR bald earth surface. A comparison of LIDAR data with the kinematic checkpoints yielded the results given in Table 1.

        Table 1: Kinematic Comparison (meters)

        Average dz           +0.010

        Minimum dz           -0.457

        Maximum dz           +0.249

        Average magnitude     0.064

        Root mean square      0.080

        Std deviation         0.080

 

        Terrapoint also utilizes a proprietary software package that performs a fully automated analysis of the quality of the lidar data using overlapping flight lines. Our flight lines overlap 30 to 50% on either side and thus 60 to 100% of points can be checked for overlap consistency. The overlap analysis attempts to minimize the differences in overlap areas by fine-tuning the calibration parameters of the LIDAR system.

  Lineage:

    Process_Step:

      Process_Description:

        Acquisition:

 

        Acquision Equipment:

 

Aircraft:  Navajo Twin Engine (C-FQQB)Aircraft Base: Arlington, WA LIDAR Sensor: Terrapoint ALTMS Unit #6, 40 kHZ System IMU: Honeywell H764 Onboard GPS: Trimble 4700 Ground Reference Stations: Sokkia GSR2600 (4)

 

        Primary GPS Control:

 

        All LIDAR Data was referenced to NGS Monuments PID SX0837, SY0004, and TR0075.  Also referenced was WSDOT monument GP31531-162.

        In addition, all groundtruthing activities were tied to these same monuments. Datasheets for these points are given below:

 

        The NGS Data SheetSee file  dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.42

        1        National Geodetic Survey,   Retrieval Date = JANUARY  9, 2007

         SX0837 ***********************************************************************

         SX0837  CBN         -  This is a Cooperative Base Network Control Station.

         SX0837  DESIGNATION -  PTS 14

         SX0837  PID         -  SX0837

         SX0837  STATE/COUNTY-  WA/SNOHOMISH

         SX0837  USGS QUAD   -  SULTAN (1993)

         SX0837

         SX0837                         *CURRENT SURVEY CONTROL

         SX0837  ___________________________________________________________________

         SX0837* NAD 83(1998)-  47 51 44.36001(N)    121 48 48.19086(W)     ADJUSTED 

         SX0837* NAVD 88     -        35.726  (meters)     117.21   (feet)  ADJUSTED 

         SX0837  ___________________________________________________________________

         SX0837  X           -  -2,259,958.637 (meters)                     COMP

         SX0837  Y           -  -3,643,039.378 (meters)                     COMP

         SX0837  Z           -   4,706,629.655 (meters)                     COMP

         SX0837  LAPLACE CORR-          15.89  (seconds)                    DEFLEC99

         SX0837  ELLIP HEIGHT-          13.76  (meters)          (07/03/01) GPS OBS

         SX0837  GEOID HEIGHT-         -21.99  (meters)                     GEOID03

         SX0837  DYNAMIC HT  -          35.732 (meters)     117.23  (feet)  COMP

         SX0837  MODELED GRAV-     980,780.4   (mgal)                       NAVD 88

         SX0837

         SX0837  HORZ ORDER  -  B

         SX0837  VERT ORDER  -  SECOND    CLASS 0

         SX0837  ELLP ORDER  -  FIFTH     CLASS I

         SX0837

         SX0837.The horizontal coordinates were established by GPS observations

         SX0837.and adjusted by the National Geodetic Survey in July 2001..

         SX0837.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the

         SX0837.DATUM ITEM on the data sheet items page.

         SX0837

         SX0837.The orthometric height was determined by differential leveling

         SX0837.and adjusted by the National Geodetic Survey in June 1991..

         SX0837

         SX0837.The X, Y, and Z were computed from the position and the ellipsoidal ht.

         SX0837

         SX0837.The Laplace correction was computed from DEFLEC99 derived deflections.

         SX0837

         SX0837.The ellipsoidal height was determined by GPS observations

         SX0837.and is referenced to NAD 83.

         SX0837

         SX0837.The geoid height was determined by GEOID03.

         SX0837

         SX0837.The dynamic height is computed by dividing the NAVD 88

         SX0837.geopotential number by the normal gravity value computed on the

         SX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45

         SX0837.degrees latitude (g = 980.6199 gals.).

         SX0837

         SX0837.The modeled gravity was interpolated from observed gravity values.

         SX0837

         SX0837;                    North         East     Units Scale Factor Converg.

         SX0837;SPC WA N     -    96,341.437   426,674.306   MT  0.99995216   -0 43 46.8

         SX0837;SPC WA N     -   316,080.20  1,399,847.29   sFT  0.99995216   -0 43 46.8

         SX0837;UTM  10      - 5,301,679.633   588,750.674   MT  0.99969679   +0 52 47.9

         SX0837

         SX0837!             -  Elev Factor  x  Scale Factor =   Combined Factor

         SX0837!SPC WA N     -   0.99999784  x   0.99995216  =   0.99995000

         SX0837!UTM  10      -   0.99999784  x   0.99969679  =   0.99969463

         SX0837

         SX0837                          SUPERSEDED SURVEY CONTROL

         SX0837

         SX0837  ELLIP H (10/15/91)   13.97   (m)                       GP(       ) 4 1

         SX0837  NAD 83(1991)-  47 51 44.35824(N)    121 48 48.19258(W) AD(       ) B

         SX0837  ELLIP H (05/29/91)   13.97   (m)                       GP(       ) 4 1

         SX0837  NAD 83(1986)-  47 51 44.35687(N)    121 48 48.19371(W) AD(       ) 1

         SX0837  NAD 27      -  47 51 44.97811(N)    121 48 43.72155(W) AD(       ) 1

         SX0837  NGVD 29 (??/??/92)   34.612  (m)          113.56   (f) ADJ UNCH    2 0

         SX0837

         SX0837.Superseded values are not recommended for survey control.

         SX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

         SX0837.See file dsdata.txt to determine how the superseded data were derived.

         SX0837

         SX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU8875101680(NAD 83)

         SX0837_MARKER: P = PIPE CAP

         SX0837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND

         SX0837_SP_SET: METAL PIPE DRIVEN INTO GROUND

         SX0837_STAMPING: PRIM TRAV STA NO 14 1919 WASH

         SX0837_MARK LOGO: USGS 

         SX0837_MAGNETIC: P = MARKER IS A STEEL PIPE

         SX0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

         SX0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

         SX0837+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005

         SX0837

         SX0837  HISTORY     - Date     Condition        Report By

         SX0837  HISTORY     - 1919     MONUMENTED       USGS

         SX0837  HISTORY     - 1984     GOOD             NGS

         SX0837  HISTORY     - 1985     GOOD             USGS

         SX0837  HISTORY     - 1986     GOOD             NGS

         SX0837  HISTORY     - 1987     GOOD             USPSQD

         SX0837  HISTORY     - 1988     GOOD             NGS

         SX0837  HISTORY     - 19890710 GOOD             NGS

         SX0837  HISTORY     - 19900625 GOOD

         SX0837  HISTORY     - 20020114 GOOD             NGS

         SX0837  HISTORY     - 20051015 GOOD             GEOCAC

         SX0837

         SX0837                          STATION DESCRIPTION

         SX0837

         SX0837'DESCRIBED BY US GEOLOGICAL SURVEY 1919

         SX0837'IN SULTAN.

         SX0837'AT SULTAN, SNOHOMISH COUNTY, ON THE GREAT NORTHERN RAILWAY, ONE BLOCK

         SX0837'NORTH OF THE STATION, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF

         SX0837'SIXTH AND MAIN STREETS, 6 FEET EAST OF AN ELECTRIC-LIGHT POLE, AND 1

         SX0837'FOOT SOUTH OF THE CURB.  A USGS STANDARD TRAVERSE-STATION CAP, STAMPED

         SX0837'PRIM TRAV STA NO 14 1919 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON

         SX0837'PIPE.

         SX0837

         SX0837                          STATION RECOVERY (1984)

         SX0837

         SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984

         SX0837'RECOVERED IN GOOD CONDITION.

         SX0837

         SX0837                          STATION RECOVERY (1985)

         SX0837

         SX0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DAW)

         SX0837'THE STATION IS LOCATED AT THE INTERSECTION OF 6 TH STREET AND MAIN

         SX0837'STREET IN THE CITY OF SULTAN, 12.9 KM (8 MI) EAST OF MONROE, 8 KM

         SX0837'(5 MI) WEST OF GOLD BAR AND ON STREET RIGHT-OF-WAY.

         SX0837'

         SX0837'TO REACH THE STATION FROM THE POST OFFICE IN SULTAN GO EAST ON MAIN

         SX0837'STREET FOR 0.96 KM (0.6 M ) TO THE INTERSECTION OF SIXTH STREET AND

         SX0837'THE STATION ON THE RIGHT AT THE SOUTHEAST ANGLE OF THE INTERSECTION.

         SX0837'

         SX0837'THE STATION MARK IS A STANDARD USGS BRONZE CAP FASTENED TO THE TOP

         SX0837'OF A 9 CM (3.5 INCH) IRON PIPE AND IS STAMPED---

         SX0837'---PRIM TRAV STA NO 14 1919 WASH---SET FLUSH WITH THE GROUND

         SX0837'SURFACE.  IT IS 9.2 M (30.2 FT) EAST OF THE CENTER OF SIXTH STREET,

         SX0837'8.0 M (26 FT) SOUTH OF THE CENTER OF MAIN STREET, 1.8 M (6 FT) EAST

         SX0837'OF A POWER LINE POLE AND 1.3 M (4.3 FT) WEST OF A FIRE HYDRANDT.

         SX0837'

         SX0837'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.

         SX0837'

         SX0837'DESCRIBED BY DA WEGENAST.

         SX0837

         SX0837                          STATION RECOVERY (1986)

         SX0837

         SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)

         SX0837'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.

         SX0837'THE ROUTE TO REACH AND THE LOCAL MEASURMENTS ARE ADQUATE FOR

         SX0837'RECOVERY AT THIS DATE.

         SX0837'

         SX0837'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.

         SX0837'

         SX0837'DESCRIBED BY DA WEGENAST.

         SX0837

         SX0837                          STATION RECOVERY (1987)

         SX0837

         SX0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (ERR)

         SX0837'RECOVERED IN GOOD CONDITION.

         SX0837

         SX0837                          STATION RECOVERY (1988)

         SX0837

         SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)

         SX0837'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.

         SX0837'THE 1986 ROUTE TO REACH THE STATION IS COMPLETE AND ADQUATE FOR

         SX0837'RECOVERY AT THIS DATE.

         SX0837'

         SX0837'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.

         SX0837'

         SX0837'DESCRIBED BY DA WEGENAST.

         SX0837

         SX0837                          STATION RECOVERY (1989)

         SX0837

         SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989

         SX0837'THE SATATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST OF MONROE, 8 KM

         SX0837'(5.0 MI) WEST OF GOLD BAR AND AT THE INTERSECTION OF 6TH STREET AND

         SX0837'MAIN STREET IN SULTAN.

         SX0837'TO REACH FROM THE POST OFFICE IN SULTAN, GO EAST ON MAIN STREET FOR

         SX0837'0.96 KM (0.60 MI) TO THE INTERSECTION OF 6TH STREET AND THE STATION

         SX0837'ON THE RIGHT AT THE SOUTHEAST ANGLE OF THE INTERSECTION.

         SX0837'THE MARK IS FASTENED TO THE TOP OF AN IRON PIPE THAT IS SET UNDER A

         SX0837'MONUMENT CASE AND COVER IN THE SIDEWALK.  IT IS 9.4 M (30.8 FT) EAST

         SX0837'OF THE CENTER OF 6TH STREET, 7.3 M (24.0 FT) SOUTH OF THE CENTER OF

         SX0837'MAIN STREET, 2.2 M (7.2 FT) EAST OF A POWER LINE POLE AND 1.0 M

         SX0837'(3.3 FT) WEST OF A FIRE HYDRANT.

         SX0837

         SX0837                          STATION RECOVERY (1990)

         SX0837

         SX0837'RECOVERED 1990

         SX0837'RECOVERED IN GOOD CONDITION.

         SX0837

         SX0837                          STATION RECOVERY (2002)

         SX0837

         SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)

         SX0837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.

         SX0837

         SX0837                          STATION RECOVERY (2005)

         SX0837

         SX0837'RECOVERY NOTE BY GEOCACHING 2005 (SFG)

         SX0837'RECOVERED IN GOOD CONDITION.

        1        National Geodetic Survey,   Retrieval Date = JANUARY  9, 2007

         SY0004 ***********************************************************************

         SY0004  TIDAL BM    -  This is a Tidal Bench Mark.

         SY0004  DESIGNATION -  944 7659 TIDAL 4

         SY0004  PID         -  SY0004

         SY0004  STATE/COUNTY-  WA/SNOHOMISH

         SY0004  USGS QUAD   -  EVERETT (1973)

         SY0004

         SY0004                         *CURRENT SURVEY CONTROL

         SY0004  ___________________________________________________________________

         SY0004* NAD 83(1998)-  47 58 46.29492(N)    122 13 01.70400(W)     ADJUSTED 

         SY0004* NAVD 88     -        12.158  (meters)      39.89   (feet)  ADJUSTED 

         SY0004  ___________________________________________________________________

         SY0004  X           -  -2,280,408.610 (meters)                     COMP

         SY0004  Y           -  -3,618,826.144 (meters)                     COMP

         SY0004  Z           -   4,715,344.469 (meters)                     COMP

         SY0004  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99

         SY0004  ELLIP HEIGHT-         -11.18  (meters)          (07/18/02) GPS OBS

         SY0004  GEOID HEIGHT-         -23.33  (meters)                     GEOID03

         SY0004  DYNAMIC HT  -          12.160 (meters)      39.89  (feet)  COMP

         SY0004  MODELED GRAV-     980,774.8   (mgal)                       NAVD 88

         SY0004

         SY0004  HORZ ORDER  -  FIRST

         SY0004  VERT ORDER  -  FIRST     CLASS I

         SY0004  ELLP ORDER  -  FOURTH    CLASS I

         SY0004

         SY0004.The horizontal coordinates were established by GPS observations

         SY0004.and adjusted by the National Geodetic Survey in July 2002..

         SY0004.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the

         SY0004.DATUM ITEM on the data sheet items page.

         SY0004

         SY0004.The orthometric height was determined by differential leveling

         SY0004.and adjusted by the National Geodetic Survey in June 1991..

         SY0004.WARNING-Repeat measurements at this control monument indicate possible

         SY0004.vertical movement.

         SY0004

         SY0004.This Tidal Bench Mark is designated as VM 9202

         SY0004.by the Center for Operational Oceanographic Products and Services.

         SY0004

         SY0004.The X, Y, and Z were computed from the position and the ellipsoidal ht.

         SY0004

         SY0004.The Laplace correction was computed from DEFLEC99 derived deflections.

         SY0004

         SY0004.The ellipsoidal height was determined by GPS observations

         SY0004.and is referenced to NAD 83.

         SY0004

         SY0004.The geoid height was determined by GEOID03.

         SY0004

         SY0004.The dynamic height is computed by dividing the NAVD 88

         SY0004.geopotential number by the normal gravity value computed on the

         SY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45

         SY0004.degrees latitude (g = 980.6199 gals.).

         SY0004

         SY0004.The modeled gravity was interpolated from observed gravity values.

         SY0004

         SY0004;                    North         East     Units Scale Factor Converg.

         SY0004;SPC WA N     -   109,834.384   396,703.318   MT  0.99994516   -1 01 49.0

         SY0004;SPC WA N     -   360,348.31  1,301,517.47   sFT  0.99994516   -1 01 49.0

         SY0004;UTM  10      - 5,314,321.183   558,420.752   MT  0.99964194   +0 34 53.8

         SY0004

         SY0004!             -  Elev Factor  x  Scale Factor =   Combined Factor

         SY0004!SPC WA N     -   1.00000175  x   0.99994516  =   0.99994691

         SY0004!UTM  10      -   1.00000175  x   0.99964194  =   0.99964369

         SY0004

         SY0004                          SUPERSEDED SURVEY CONTROL

         SY0004

         SY0004  NAD 83(1991)-  47 58 46.29222(N)    122 13 01.70605(W) AD(       ) 1

         SY0004  ELLIP H (12/09/91)  -10.97   (m)                       GP(       ) 4 1

         SY0004  NAD 83(1986)-  47 58 46.28625(N)    122 13 01.71304(W) AD(       ) 1

         SY0004  NGVD 29 (??/??/??)   11.036  (m)           36.21   (f) ADJUSTED    1 1

         SY0004

         SY0004.Superseded values are not recommended for survey control.

         SY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

         SY0004.See file dsdata.txt to determine how the superseded data were derived.

         SY0004

         SY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5842114321(NAD 83)

         SY0004_MARKER: DJ = TIDAL STATION DISK

         SY0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE

         SY0004_SP_SET: ABUTMENT

         SY0004_STAMPING: 4 1934

         SY0004_MAGNETIC: N = NO MAGNETIC MATERIAL

         SY0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

         SY0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

         SY0004+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004

         SY0004

         SY0004  HISTORY     - Date     Condition        Report By

         SY0004  HISTORY     - 1934     MONUMENTED       CGS

         SY0004  HISTORY     - 1973     GOOD             NGS

         SY0004  HISTORY     - 1987     GOOD             NGS

         SY0004  HISTORY     - 1987     GOOD             USPSQD

         SY0004  HISTORY     - 1988     GOOD             USPSQD

         SY0004  HISTORY     - 19990213 GOOD             USPSQD

         SY0004  HISTORY     - 20040719 GOOD             USPSQD

         SY0004  HISTORY     - 20051217 GOOD             USPSQD

         SY0004  HISTORY     - 20061219 GOOD             USPSQD

         SY0004

         SY0004                          STATION DESCRIPTION

         SY0004

         SY0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973

         SY0004'IN EVERETT.

         SY0004'AT EVERETT, 0.1 MILE NORTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD

         SY0004'FROM THE STATION, AT THE NORTHEAST END OF THE RAILROAD (UPPER) BRIDGE

         SY0004'1783.8 OVER HEWITT AVENUE, IN THE TOP AND 1.4 FEET NORTH OF THE SOUTH

         SY0004'EDGE OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 5.2 FEET EAST OF

         SY0004'THE WEST EDGE OF THE ABUTMENT, 8.7 FEET SOUTHEAST OF THE SOUTHEAST

         SY0004'RAIL OF THE UPPER TRACK, ABOUT 7 1/2 FEET HIGHER THAN HEWITT AVENUE

         SY0004'AND ABOUT 4 FEET LOWER THAN THE TRACK.  1/4, SEC 19, T 29N, R 5E.

         SY0004

         SY0004                          STATION RECOVERY (1987)

         SY0004

         SY0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)

         SY0004'THE STATION WAS RECOVERED AT THIS DATE.

         SY0004'

         SY0004'THE STATION IS LOCATED IN EVERETT, JUST NORTH OF THE BURLINGTON

         SY0004'NORTHERN RAILROAD STATION, AT THE JUNCTION OF THE RAILROAD AND

         SY0004'HEWITT AVE.

         SY0004'OWNERSHIP--RAILROAD RIGHT-OF-WAY.

         SY0004'

         SY0004'TO REACH THE STATION FROM THE INTERSECTION OF WALL STREET AND OAKES

         SY0004'STREET (NORTHEAST CORNER OF THE COURTHOUSE) IN EVERETT, GO

         SY0004'NORTH FOR 0.2 KM (0.1 MI) ON OAKES STREET TO THE INTERSECTION OF

         SY0004'HEWITT AVE.

         SY0004'TURN LEFT AND GO WEST FOR 1.0 KM (0.6 MI) ON HEWITT AVE TO THE

         SY0004'RAILROAD OVERPASS AND THE STATION, AT THE NORTHEAST END OF THE

         SY0004'OVERPASS.

         SY0004'

         SY0004'THE STATION IS A STANDARD CGS BENCH MARK DISK

         SY0004'STAMPED---4 1934---,

         SY0004'SET INTO A DRILL HOLE IN THE EAST CONCRETE ABUTMENT OF RAILROAD

         SY0004'OVERPASS NUMBER 17836.  LOCATED

         SY0004'2.7 METERS (8.7 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF RAILROAD,

         SY0004'1.6 METERS (5.2 FT) EAST FROM THE WEST EDGE OF THE ABUTMENT,

         SY0004'APPROXIMATELY 2.3 METERS (7.5 FT) HIGHER THAN THE ROADWAY AND

         SY0004'APPROXIMATELY 1.2 METERS (4 FT) LOWER THAN THE RAILROAD TRACKS.

         SY0004'

         SY0004'WASHINGTON DOT, FAA, TIDE STATIONS - 1987.

         SY0004'

         SY0004'THIS STATION SUITABLE FOR GPS SURVEYS.

         SY0004'

         SY0004'DESCRIBED BY D.A. WEGENAST.

         SY0004

         SY0004                          STATION RECOVERY (1987)

         SY0004

         SY0004'RECOVERY NOTE BY US POWER SQUADRON 1987 (BT)

         SY0004'RECOVERED IN GOOD CONDITION.

         SY0004

         SY0004                          STATION RECOVERY (1988)

         SY0004

         SY0004'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)

         SY0004'RECOVERED IN GOOD CONDITION.

         SY0004

         SY0004                          STATION RECOVERY (1999)

         SY0004

         SY0004'RECOVERY NOTE BY US POWER SQUADRON 1999

         SY0004'RECOVERED IN GOOD CONDITION.

         SY0004

         SY0004                          STATION RECOVERY (2004)

         SY0004

         SY0004'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)

         SY0004'RECOVERED IN GOOD CONDITION.

         SY0004

         SY0004                          STATION RECOVERY (2005)

         SY0004

         SY0004'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)

         SY0004'RECOVERED IN GOOD CONDITION.

         SY0004

         SY0004                          STATION RECOVERY (2006)

         SY0004

         SY0004'RECOVERY NOTE BY US POWER SQUADRON 2006 (DJM)

         SY0004'RECOVERED IN GOOD CONDITION.

        1        National Geodetic Survey,   Retrieval Date = JANUARY  9, 2007

         TR0175 ***********************************************************************

         TR0175  DESIGNATION -  M 332

         TR0175  PID         -  TR0175

         TR0175  STATE/COUNTY-  WA/SNOHOMISH

         TR0175  USGS QUAD   -  ARLINGTON WEST (1981)

         TR0175

         TR0175                         *CURRENT SURVEY CONTROL

         TR0175  ___________________________________________________________________

         TR0175* NAD 83(1998)-  48 08 01.52294(N)    122 09 18.59288(W)     ADJUSTED 

         TR0175* NAVD 88     -        33.158  (meters)     108.79   (feet)  ADJUSTED 

         TR0175  ___________________________________________________________________

         TR0175  X           -  -2,269,711.859 (meters)                     COMP

         TR0175  Y           -  -3,610,503.880 (meters)                     COMP

         TR0175  Z           -   4,726,822.832 (meters)                     COMP

         TR0175  LAPLACE CORR-          10.89  (seconds)                    DEFLEC99

         TR0175  ELLIP HEIGHT-          10.35  (meters)          (07/02/01) GPS OBS

         TR0175  GEOID HEIGHT-         -22.84  (meters)                     GEOID03

         TR0175  DYNAMIC HT  -          33.163 (meters)     108.80  (feet)  COMP

         TR0175  MODELED GRAV-     980,778.5   (mgal)                       NAVD 88

         TR0175

         TR0175  HORZ ORDER  -  B

         TR0175  VERT ORDER  -  FIRST     CLASS II

         TR0175  ELLP ORDER  -  THIRD     CLASS II

         TR0175

         TR0175.The horizontal coordinates were established by GPS observations

         TR0175.and adjusted by the National Geodetic Survey in July 2001..

         TR0175.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the

         TR0175.DATUM ITEM on the data sheet items page.

         TR0175

         TR0175.The orthometric height was determined by differential leveling

         TR0175.and adjusted by the National Geodetic Survey in June 1991..

         TR0175

         TR0175.The X, Y, and Z were computed from the position and the ellipsoidal ht.

         TR0175

         TR0175.The Laplace correction was computed from DEFLEC99 derived deflections.

         TR0175

         TR0175.The ellipsoidal height was determined by GPS observations

         TR0175.and is referenced to NAD 83.

         TR0175

         TR0175.The geoid height was determined by GEOID03.

         TR0175

         TR0175.The dynamic height is computed by dividing the NAVD 88

         TR0175.geopotential number by the normal gravity value computed on the

         TR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45

         TR0175.degrees latitude (g = 980.6199 gals.).

         TR0175

         TR0175.The modeled gravity was interpolated from observed gravity values.

         TR0175

         TR0175;                    North         East     Units Scale Factor Converg.

         TR0175;SPC WA N     -   126,898.608   401,623.635   MT  0.99994229   -0 59 02.9

         TR0175;SPC WA N     -   416,333.18  1,317,660.21   sFT  0.99994229   -0 59 02.9

         TR0175;UTM  10      - 5,331,511.988   562,857.593   MT  0.99964855   +0 37 45.0

         TR0175

         TR0175!             -  Elev Factor  x  Scale Factor =   Combined Factor

         TR0175!SPC WA N     -   0.99999838  x   0.99994229  =   0.99994067

         TR0175!UTM  10      -   0.99999838  x   0.99964855  =   0.99964693

         TR0175

         TR0175                          SUPERSEDED SURVEY CONTROL

         TR0175

         TR0175  NAD 83(1998)-  48 08 01.52255(N)    122 09 18.59376(W) AD(       ) B

         TR0175  ELLIP H (07/23/97)   10.37   (m)                       GP(       ) 3 1

         TR0175  NAVD 88 (07/23/97)   33.16   (m)          108.8    (f) LEVELING    3 

         TR0175  NGVD 29 (??/??/92)   32.025  (m)          105.07   (f) ADJ UNCH    1 2

         TR0175

         TR0175.Superseded values are not recommended for survey control.

         TR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

         TR0175.See file dsdata.txt to determine how the superseded data were derived.

         TR0175

         TR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6285831512(NAD 83)

         TR0175_MARKER: DB = BENCH MARK DISK

         TR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

         TR0175_SP_SET: CONCRETE POST

         TR0175_STAMPING: M 332 1952

         TR0175_MARK LOGO: CGS  

         TR0175_MAGNETIC: N = NO MAGNETIC MATERIAL

         TR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

         TR0175+STABILITY: SURFACE MOTION

         TR0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

         TR0175+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1996

         TR0175

         TR0175  HISTORY     - Date     Condition        Report By

         TR0175  HISTORY     - 1952     MONUMENTED       CGS

         TR0175  HISTORY     - 1973     GOOD             NGS

         TR0175  HISTORY     - 1984     GOOD             USPSQD

         TR0175  HISTORY     - 19911231 GOOD             WA-061

         TR0175  HISTORY     - 19960809 GOOD             CHANCE

         TR0175

         TR0175                          STATION DESCRIPTION

         TR0175

         TR0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973

         TR0175'2.35 MI NE FROM KRUSE JUNCTION.

         TR0175'2.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE

         TR0175'JUNCTION OF THE BURLINGTON-NORTHERN RAILROAD AT KRUSE JUNCTION, AT THE

         TR0175'CROSSING OF 152ND STREET NORTHEAST, 46.3 FEET NORTHWEST OF THE

         TR0175'NORTHWEST RAIL, 15 FEET SOUTH OF THE CENTER LINE OF THE STREET, 42.6

         TR0175'FEET WEST OF THE POST SUPPORTING RAILROAD CROSSING SIGN, 2 1/2 FEET

         TR0175'SOUTH OF A POWER POLE, 2 1/2 FEET EAST OF A FENCE LINE, 1.9 FEET WEST

         TR0175'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2

         TR0175'FOOT ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE TRACK.  SEC 34,

         TR0175'T 31N, R 5E.

         TR0175

         TR0175                          STATION RECOVERY (1984)

         TR0175

         TR0175'RECOVERY NOTE BY US POWER SQUADRON 1984

         TR0175'RECOVERED IN GOOD CONDITION.

         TR0175

         TR0175                          STATION RECOVERY (1991)

         TR0175

         TR0175'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991

         TR0175'RECOVERED IN GOOD CONDITION.

         TR0175

         TR0175                          STATION RECOVERY (1996)

         TR0175

         TR0175'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)

         TR0175'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTH OF EVERETT, 4

         TR0175'MILES (6.4 KM) SOUTH OF ARLINGTON AND 1.5 MILES (2.4 KM) EAST OF

         TR0175'INTERSTATE 5  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY

         TR0175'531 (172ND ST NE) AND INTERSTATE 5 SOUTHWEST OF ARLINGTON, PROCEED

         TR0175'EAST ON SH 531 0.3 MILES (0.5 KM) TO SMOKIE POINT BOULEVARD, TURN

         TR0175'RIGHT AND PROCEED SOUTH ON SMOKIE POINT BLVD 1.25 MILES (2.01 KM) TO

         TR0175'152ND STREET NE, TURN LEFT AND PROCEED EAST ON 152ND ST NE 1.3 MILES

         TR0175'(2.1 KM) TO THE STATION ON THE RIGHT, SOUTHEAST OF THE RAILROAD

         TR0175'CROSSING  THE STATION IS A US COAST AND GEODETIC SURVEY BENCHMARK DISK

         TR0175'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH WITH THE

         TR0175'GROUND.  THE STATION IS LOCATED 4.7 M (15.4 FT) SOUTHEAST OF THE

         TR0175'CENTERLINE OF 152ND ST NE, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF

         TR0175'THE TRACKS, 0.75 M (2.46 FT) NORTHEAST OF THE WOODEN FENCE CORNER,

         TR0175'4.05 M (13.29 FT) NORTH OF POWER POLE NO.  4/14 31, 20.6 M (67.6 FT)

         TR0175'SOUTHEAST OF THE CENTERLINE-CENTERLINE INTERSECTION OF STREET AND

         TR0175'RAILROAD TRACKS

 

 

        WSDOT Survey Mark ReportGeographic Services

      Report of Survey Mark

 

 

 

GENERAL MONUMENT INFORMATION

 

 

            Designation: GP31531-162

            Monument ID: 3325

            State: WASHINGTON

            County: SNOHOMISH

            Region: NW

            Nearest Town:ARLINGTON

            Usgs Quad:ARLINGTON WEST

            T.R.S:31N, 5E , 22

            Corner Code:

            State Route:531

            Mile Post: 7.630

            Station:

            Offset:

            Owner:GS

            Bearing:M

            ACCOUNTS INFORMATION

            BOOKPROJECTINVOICE

            154 0L3492 23-98027

 

 

 

 Description

TO REACH THE STATION FROM THE JUNCTION OF SR 531 AND SR 005, AT SMOKEY POINT, GO

EASTERLY 1.27 MILES ALONG SR 531 TO MARK ON LEFT. IT IS LOCATED IN THE NORTHEAST

QUADRANT OF THE SR 531 INTERSECTION WITH 51ST AVENUE N.E., NEAR THE SOUTHERLY

END OF A CONCRETE SIDEWALK, 15.3 METERS @ 80 DEGREES FROM THE APPROXIMATE

CENTERLINE OF 51ST AVE NE, 23.4 METERS @ 140 DEGREES FROM A GRATE INLET, 1.0

METERS @ 250 DEGREES FROM AN ORANGE WITNESS POST, 22.3 METERS @ 290 DEGREES FROM

A SEWER MANHOLE COVER AND 16.2 METERS @ 340 DEGREES FROM A TRAFFIC SIGNAL BASE.

THE MARK IS A WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL WITH THE

CONCRETE SURFACE. NOTE: THIS STATION SIGHTS GP31531-163.

 

 

 

CURRENT SURVEY CONTROL DATUM

        LATITUDE

        UNIT

        LONGTITUDE

        UNIT

        NETWORK

        METHOD

        ACCURACY

       

      NAD 83/91   48 09 08.737554 N  122 09 40.999505 W  PRIMARY  GPS   2 CM  

 

      NAD 83 ELLIP HGT

      15.592

      M  

      GPS

      5 CM

 

      NAVD 88 ORTHO HGT

      38.119

      M   

      PRIMARY

      DIFF LEVELS

      2 CM

      SPC ZONE

      NNORTHING

      128982.210UNIT

      MEASTING

      401196.282UNIT

      MSCALE

      0.99994243CONV.ANGLE

      -0 59 19.6COMB.FACTOR

 

        MONUMENTATION HISTORY

 

            DATE

 

            RECOVERED BY

 

            CONDITION

 

 

            06/15/1998GEOGRAPHIC SERVICESMONUMENTED

 

 

 

 

        Copyright WSDOT © 2002     Traffic & Roads | Site Index | Contact WSDOT

      | WSDOT Business | WSDOT Home

 

 

 

 

      Process_Contact:

        Contact_Information:

          Contact_Organization_Primary:

            Contact_Organization: TerraPoint USA Inc

          Contact_Electronic_Mail_Address: <http://www.terrapoint.com>

    Process_Step:

      Process_Description:

        Processing.

        GPS, IMU, and rangefinder data were processed to obtain XYZ coordinates of surveyed points using proprietary Terrapoint software.

 

        Survey data from areas of swath overlap were analysed to obtain best-fit in-situ calibration parameters that minimize misfit between overlapping swaths. This reduces vertical inconsistency between overlappoing swaths by about one-half.

 

        Heights were translated from ellipsoidal to orthometric (NAVD88) datums via GEOID03.

 

      Process_Contact:

        Contact_Information:

          Contact_Organization_Primary:

            Contact_Organization: TerraPoint USA Inc

          Contact_Electronic_Mail_Address: <http://www.terrapoint.com>

    Process_Step:

      Process_Description:

        Post-processing.

        Carried Out From March to August, 2007

 

        Return points were then classified semi-automatically as ground (and water), not-ground (vegetation and structures) and blunder. Terrascan software (Terrasolid, www.terrasolid.fi) was utilized for both automatic and subsequent manual data classification.

 

        The bald earth is extracted from the raw LiDAR points using Terrascan in a Microstation environment. The automated vegetation removal process takes place by building an iterative surface model. This surface model is generated using three main parameters: Building size, Iteration angle and Iteration distance.

 

        The initial model is based upon low points selected by a roaming window and are assumed to be ground points. The size of this roaming window is determined by the building size parameter. These low points are triangulated and the remaining points are evaluated and subsequently added to the model if they meet the Iteration angle and distance constraints (fig. 1). This process is repeated until no additional points are added within an iteration.

 

        There is also a maximum terrain angle constraint that determines the maximum terrain angle allowed within the model.

 

      Process_Contact:

        Contact_Information:

          Contact_Organization_Primary:

            Contact_Organization: TerraPoint USA Inc

          Contact_Electronic_Mail_Address: <http://www.terrapoint.com>

    Process_Step:

      Process_Description:

        Surface generation

        Bare Earth Point Data (DTM) Ground returns were used to construct a triangulated irregular network (TIN) which was then sampled at 3 or 6 foot intervals to produce the elevation raster

 

        Full Feature or All Return Point Data (DEM) All LIDAR returns were used to construct a triangulated irregular network (TIN) which was then sampled at 3 or 6 foot intervals to produce the elevation raster

 

      Process_Contact:

        Contact_Information:

          Contact_Organization_Primary:

            Contact_Organization: TerraPoint USA Inc

          Contact_Electronic_Mail_Address:  <http://www.terrapoint.com>

Spatial_Data_Organization_Information:

  Raster_Object_Information:

    Raster_Object_Type:

      All Return Text File (All Return)

      All collected data delivered in ASCII text file format (space delimited) with the following columns • Classification Code (3 = Ground, 5 = Vegetation/Non-Ground, 99 = Blunder) • Echo Type • Index • Line Number • GPS Time (seconds)• Easting (US feet) • Northing (US feet) • Elevation (Orthmetric, US feet)Data is delivered by 1/25th of a USGS quarter quad in gzipped .xyz files

 

      File List: (1024)

 

       q47121g7101.xyz.gz

       q47121g7102.xyz.gz

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       q48122a2409.xyz.gz

       q48122a2410.xyz.gz

       q48122a2411.xyz.gz

       q48122a2412.xyz.gz

       q48122a2413.xyz.gz

       q48122a2414.xyz.gz

       q48122a2415.xyz.gz

       q48122a2416.xyz.gz

       q48122a2417.xyz.gz

       q48122a2418.xyz.gz

       q48122a2419.xyz.gz

       q48122a2420.xyz.gz

       q48122a2421.xyz.gz

       q48122a2422.xyz.gz

       q48122a2423.xyz.gz

       q48122a2424.xyz.gz

       q48122a2425.xyz.gz

       q48122b1101.xyz.gz

       q48122b1102.xyz.gz

       q48122b1103.xyz.gz

       q48122b1104.xyz.gz

       q48122b1105.xyz.gz

       q48122b1106.xyz.gz

       q48122b1107.xyz.gz

       q48122b1108.xyz.gz

       q48122b1109.xyz.gz

       q48122b1110.xyz.gz

       q48122b1111.xyz.gz

       q48122b1112.xyz.gz

       q48122b1113.xyz.gz

       q48122b1114.xyz.gz

       q48122b1115.xyz.gz

       q48122b1116.xyz.gz

       q48122b1117.xyz.gz

       q48122b1118.xyz.gz

       q48122b1119.xyz.gz

       q48122b1120.xyz.gz

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       q48122b1122.xyz.gz

       q48122b1123.xyz.gz

       q48122b1124.xyz.gz

       q48122b1125.xyz.gz

       q48122b1201.xyz.gz

       q48122b1202.xyz.gz

       q48122b1203.xyz.gz

       q48122b1204.xyz.gz

       q48122b1206.xyz.gz

       q48122b1207.xyz.gz

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       q48122b1301.xyz.gz

       q48122b1302.xyz.gz

       q48122b1303.xyz.gz

       q48122b1304.xyz.gz

       q48122b1305.xyz.gz

       q48122b1306.xyz.gz

       q48122b1307.xyz.gz

       q48122b1308.xyz.gz

       q48122b1309.xyz.gz

       q48122b1310.xyz.gz

       q48122b1311.xyz.gz

       q48122b1312.xyz.gz

       q48122b1313.xyz.gz

       q48122b1314.xyz.gz

       q48122b1315.xyz.gz

       q48122b1316.xyz.gz

       q48122b1317.xyz.gz

       q48122b1318.xyz.gz

       q48122b1319.xyz.gz

       q48122b1320.xyz.gz

       q48122b1321.xyz.gz

       q48122b1322.xyz.gz

       q48122b1323.xyz.gz

       q48122b1324.xyz.gz

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       q48122b1401.xyz.gz

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       q48122b1412.xyz.gz

       q48122b1413.xyz.gz

       q48122b1414.xyz.gz

       q48122b1416.xyz.gz

       q48122b1417.xyz.gz

       q48122b1418.xyz.gz

       q48122b1419.xyz.gz

       q48122b1420.xyz.gz

       q48122b1421.xyz.gz

       q48122b1422.xyz.gz

       q48122b1423.xyz.gz

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       q48122b2105.xyz.gz

       q48122b2110.xyz.gz

       q48122b2115.xyz.gz

       q48122b2201.xyz.gz

       q48122b2202.xyz.gz

       q48122b2203.xyz.gz

       q48122b2204.xyz.gz

       q48122b2205.xyz.gz

       q48122b2206.xyz.gz

       q48122b2207.xyz.gz

       q48122b2208.xyz.gz

       q48122b2209.xyz.gz

       q48122b2210.xyz.gz

       q48122b2211.xyz.gz

       q48122b2212.xyz.gz

       q48122b2213.xyz.gz

       q48122b2214.xyz.gz

       q48122b2215.xyz.gz

       q48122b2216.xyz.gz

       q48122b2217.xyz.gz

       q48122b2218.xyz.gz

       q48122b2219.xyz.gz

       q48122b2220.xyz.gz

       q48122b2221.xyz.gz

       q48122b2222.xyz.gz

       q48122b2223.xyz.gz

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       q48122b2225.xyz.gz

       q48122b2315.xyz.gz

       q48122b2320.xyz.gz

       q48122b2325.xyz.gz

       q48122b2401.xyz.gz

       q48122b2402.xyz.gz

       q48122b2403.xyz.gz

       q48122b2404.xyz.gz

       q48122b2405.xyz.gz

       q48122b2406.xyz.gz

       q48122b2407.xyz.gz

       q48122b2408.xyz.gz

       q48122b2409.xyz.gz

       q48122b2410.xyz.gz

       q48122b2411.xyz.gz

       q48122b2412.xyz.gz

       q48122b2413.xyz.gz

       q48122b2414.xyz.gz

       q48122b2415.xyz.gz

       q48122b2416.xyz.gz

       q48122b2417.xyz.gz

       q48122b2418.xyz.gz

       q48122b2419.xyz.gz

       q48122b2420.xyz.gz

       q48122b2421.xyz.gz

       q48122b2422.xyz.gz

       q48122b2423.xyz.gz

       q48122b2424.xyz.gz

       q48122b2425.xyz.gz

       q48122c1316.xyz.gz

       q48122c1317.xyz.gz

       q48122c1318.xyz.gz

       q48122c1319.xyz.gz

       q48122c1320.xyz.gz

       q48122c1321.xyz.gz

       q48122c1322.xyz.gz

       q48122c1323.xyz.gz

       q48122c1324.xyz.gz

       q48122c1325.xyz.gz

       q48122c14 9.xyz.gz

       q48122c1416.xyz.gz

       q48122c1417.xyz.gz

       q48122c1418.xyz.gz

       q48122c1420.xyz.gz

       q48122c1421.xyz.gz

       q48122c1422.xyz.gz

       q48122c1423.xyz.gz

       q48122c1424.xyz.gz

       q48122c1425.xyz.gz

       q48122c2320.xyz.gz

       q48122c2325.xyz.gz

       q48122c2416.xyz.gz

       q48122c2417.xyz.gz

       q48122c2418.xyz.gz

       q48122c2419.xyz.gz

       q48122c2420.xyz.gz

       q48122c2421.xyz.gz

       q48122c2422.xyz.gz

       q48122c2423.xyz.gz

       q48122c2424.xyz.gz

       q48122c2425.xyz.gz

    Raster_Object_Type:

      Bare Earth Point Data (DTM) Delivered in Two Formats

 

      (1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad

 

      File List:

      

      q47121g71.xyz.gz

      q47121g81.xyz.gz

      q47121g82.xyz.gz

      q47121g83.xyz.gz

      q47121h71.xyz.gz

      q47121h73.xyz.gz

      q47121h81.xyz.gz

      q47121h82.xyz.gz

      q47121h83.xyz.gz

      q47121h84.xyz.gz

      q47122g11.xyz.gz

      q47122g12.xyz.gz

      q47122g13.xyz.gz

      q47122g14.xyz.gz

      q47122g21.xyz.gz

      q47122g22.xyz.gz

      q47122g31.xyz.gz

      q47122g32.xyz.gz

      q47122g33.xyz.gz

      q47122g34.xyz.gz

      q47122g42.xyz.gz

      q47122g44.xyz.gz

      q47122h11.xyz.gz

      q47122h12.xyz.gz

      q47122h13.xyz.gz

      q47122h14.xyz.gz

      q47122h21.xyz.gz

      q47122h22.xyz.gz

      q47122h23.xyz.gz

      q47122h24.xyz.gz

      q47122h32.xyz.gz

      q47122h33.xyz.gz

      q47122h34.xyz.gz

      q48121a61.xyz.gz

      q48121a71.xyz.gz

      q48121a72.xyz.gz

      q48121a73.xyz.gz

      q48121a81.xyz.gz

      q48121a82.xyz.gz

      q48121a83.xyz.gz

      q48121a84.xyz.gz

      q48121b73.xyz.gz

      q48121b83.xyz.gz

      q48121b84.xyz.gz

      q48122a11.xyz.gz

      q48122a12.xyz.gz

      q48122a13.xyz.gz

      q48122a14.xyz.gz

      q48122a22.xyz.gz

      q48122a23.xyz.gz

      q48122a24.xyz.gz

      q48122b11.xyz.gz

      q48122b12.xyz.gz

      q48122b13.xyz.gz

      q48122b14.xyz.gz

      q48122b21.xyz.gz

      q48122b22.xyz.gz

      q48122b23.xyz.gz

      q48122b24.xyz.gz

      q48122c13.xyz.gz

      q48122c14.xyz.gz

      q48122c23.xyz.gz

      q48122c24.xyz.gz

 

      2) ArcInfo Exchange File Format (e00), with 6 foot grid spacing, gzipped by quarter quad

 

      File List:

 

      q47121g71.e00.gz

      q47121g81.e00.gz

      q47121g82.e00.gz

      q47121g83.e00.gz

      q47121h71.e00.gz

      q47121h73.e00.gz

      q47121h81.e00.gz

      q47121h82.e00.gz

      q47121h83.e00.gz

      q47121h84.e00.gz

      q47122g11.e00.gz

      q47122g12.e00.gz

      q47122g13.e00.gz

      q47122g14.e00.gz

      q47122g21.e00.gz

      q47122g22.e00.gz

      q47122g31.e00.gz

      q47122g32.e00.gz

      q47122g33.e00.gz

      q47122g34.e00.gz

      q47122g42.e00.gz

      q47122g44.e00.gz

      q47122h11.e00.gz

      q47122h12.e00.gz

      q47122h13.e00.gz

      q47122h14.e00.gz

      q47122h21.e00.gz

      q47122h22.e00.gz

      q47122h23.e00.gz

      q47122h24.e00.gz

      q47122h32.e00.gz

      q47122h33.e00.gz

      q47122h34.e00.gz

      q48121a61.e00.gz

      q48121a71.e00.gz

      q48121a72.e00.gz

      q48121a73.e00.gz

      q48121a81.e00.gz

      q48121a82.e00.gz

      q48121a83.e00.gz

      q48121a84.e00.gz

      q48121b73.e00.gz

      q48121b83.e00.gz

      q48121b84.e00.gz

      q48122a11.e00.gz

      q48122a12.e00.gz

      q48122a13.e00.gz

      q48122a14.e00.gz

      q48122a22.e00.gz

      q48122a23.e00.gz

      q48122a24.e00.gz

      q48122b11.e00.gz

      q48122b12.e00.gz

      q48122b13.e00.gz

      q48122b14.e00.gz

      q48122b21.e00.gz

      q48122b22.e00.gz

      q48122b23.e00.gz

      q48122b24.e00.gz

      q48122c13.e00.gz

      q48122c14.e00.gz

      q48122c23.e00.gz

      q48122c24.e00.gz

    Raster_Object_Type:

      Bare Earth Point Data (DTM) Delivered in Two Formats

      (1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad

 

      File List:

 

      q47121g71.xyz.gz

      q47121g81.xyz.gz

      q47121g82.xyz.gz

      q47121g83.xyz.gz

      q47121h71.xyz.gz

      q47121h73.xyz.gz

      q47121h81.xyz.gz

      q47121h82.xyz.gz

      q47121h83.xyz.gz

      q47121h84.xyz.gz

      q47122g11.xyz.gz

      q47122g12.xyz.gz

      q47122g13.xyz.gz

      q47122g14.xyz.gz

      q47122g21.xyz.gz

      q47122g22.xyz.gz

      q47122g31.xyz.gz

      q47122g32.xyz.gz

      q47122g33.xyz.gz

      q47122g34.xyz.gz

      q47122g42.xyz.gz

      q47122g44.xyz.gz

      q47122h11.xyz.gz

      q47122h12.xyz.gz

      q47122h13.xyz.gz

      q47122h14.xyz.gz

      q47122h21.xyz.gz

      q47122h22.xyz.gz

      q47122h23.xyz.gz

      q47122h24.xyz.gz

      q47122h32.xyz.gz

      q47122h33.xyz.gz

      q47122h34.xyz.gz

      q48121a61.xyz.gz

      q48121a71.xyz.gz

      q48121a72.xyz.gz

      q48121a73.xyz.gz

      q48121a81.xyz.gz

      q48121a82.xyz.gz

      q48121a83.xyz.gz

      q48121a84.xyz.gz

      q48121b73.xyz.gz

      q48121b83.xyz.gz

      q48121b84.xyz.gz

      q48122a11.xyz.gz

      q48122a12.xyz.gz

      q48122a13.xyz.gz

      q48122a14.xyz.gz

      q48122a22.xyz.gz

      q48122a23.xyz.gz

      q48122a24.xyz.gz

      q48122b11.xyz.gz

      q48122b12.xyz.gz

      q48122b13.xyz.gz

      q48122b14.xyz.gz

      q48122b21.xyz.gz

      q48122b22.xyz.gz

      q48122b23.xyz.gz

      q48122b24.xyz.gz

      q48122c13.xyz.gz

      q48122c14.xyz.gz

      q48122c23.xyz.gz

      q48122c24.xyz.gz

 

      (2) ArcInfo Exchange File Format (e00), with 3 foot grid spacing, gzipped by quarter quad

 

      File List:

 

      q47121g71.e00.gz

      q47121g81.e00.gz

      q47121g82.e00.gz

      q47121g83.e00.gz

      q47121h71.e00.gz

      q47121h73.e00.gz

      q47121h81.e00.gz

      q47121h82.e00.gz

      q47121h83.e00.gz

      q47121h84.e00.gz

      q47122g11.e00.gz

      q47122g12.e00.gz

      q47122g13.e00.gz

      q47122g14.e00.gz

      q47122g21.e00.gz

      q47122g22.e00.gz

      q47122g31.e00.gz

      q47122g32.e00.gz

      q47122g33.e00.gz

      q47122g34.e00.gz

      q47122g42.e00.gz

      q47122g44.e00.gz

      q47122h11.e00.gz

      q47122h12.e00.gz

      q47122h13.e00.gz

      q47122h14.e00.gz

      q47122h21.e00.gz

      q47122h22.e00.gz

      q47122h23.e00.gz

      q47122h24.e00.gz

      q47122h32.e00.gz

      q47122h33.e00.gz

      q47122h34.e00.gz

      q48121a61.e00.gz

      q48121a71.e00.gz

      q48121a72.e00.gz

      q48121a73.e00.gz

      q48121a81.e00.gz

      q48121a82.e00.gz

      q48121a83.e00.gz

      q48121a84.e00.gz

      q48121b73.e00.gz

      q48121b83.e00.gz

      q48121b84.e00.gz

      q48122a11.e00.gz

      q48122a12.e00.gz

      q48122a13.e00.gz

      q48122a14.e00.gz

      q48122a22.e00.gz

      q48122a23.e00.gz

      q48122a24.e00.gz

      q48122b11.e00.gz

      q48122b12.e00.gz

      q48122b13.e00.gz

      q48122b14.e00.gz

      q48122b21.e00.gz

      q48122b22.e00.gz

      q48122b23.e00.gz

      q48122b24.e00.gz

      q48122c13.e00.gz

      q48122c14.e00.gz

      q48122c23.e00.gz

      q48122c24.e00.gz

 

 

    Raster_Object_Type:

      Full Feature Point Data (DEM) Delivered in Two Formats

      (1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad

 

      File List:

      

      q47121g71.xyz.gz

      q47121g81.xyz.gz

      q47121g82.xyz.gz

      q47121g83.xyz.gz

      q47121h71.xyz.gz

      q47121h73.xyz.gz

      q47121h81.xyz.gz

      q47121h82.xyz.gz

      q47121h83.xyz.gz

      q47121h84.xyz.gz

      q47122g11.xyz.gz

      q47122g12.xyz.gz

      q47122g13.xyz.gz

      q47122g14.xyz.gz

      q47122g21.xyz.gz

      q47122g22.xyz.gz

      q47122g31.xyz.gz

      q47122g32.xyz.gz

      q47122g33.xyz.gz

      q47122g34.xyz.gz

      q47122g42.xyz.gz

      q47122g44.xyz.gz

      q47122h11.xyz.gz

      q47122h12.xyz.gz

      q47122h13.xyz.gz

      q47122h14.xyz.gz

      q47122h21.xyz.gz

      q47122h22.xyz.gz

      q47122h23.xyz.gz

      q47122h24.xyz.gz

      q47122h32.xyz.gz

      q47122h33.xyz.gz

      q47122h34.xyz.gz

      q48121a61.xyz.gz

      q48121a71.xyz.gz

      q48121a72.xyz.gz

      q48121a73.xyz.gz

      q48121a81.xyz.gz

      q48121a82.xyz.gz

      q48121a83.xyz.gz

      q48121a84.xyz.gz

      q48121b73.xyz.gz

      q48121b83.xyz.gz

      q48121b84.xyz.gz

      q48122a11.xyz.gz

      q48122a12.xyz.gz

      q48122a13.xyz.gz

      q48122a14.xyz.gz

      q48122a22.xyz.gz

      q48122a23.xyz.gz

      q48122a24.xyz.gz

      q48122b11.xyz.gz

      q48122b12.xyz.gz

      q48122b13.xyz.gz

      q48122b14.xyz.gz

      q48122b21.xyz.gz

      q48122b22.xyz.gz

      q48122b23.xyz.gz

      q48122b24.xyz.gz

      q48122c13.xyz.gz

      q48122c14.xyz.gz

      q48122c23.xyz.gz

      q48122c24.xyz.gz

 

      (2) ArcInfo Exchange File Format (e00), with 6 foot grid spacing, gzipped by quarter quad

 

      File List:

 

      q47121g71.e00.gz

      q47121g81.e00.gz

      q47121g82.e00.gz

      q47121g83.e00.gz

      q47121h71.e00.gz

      q47121h73.e00.gz

      q47121h81.e00.gz

      q47121h82.e00.gz

      q47121h83.e00.gz

      q47121h84.e00.gz

      q47122g11.e00.gz

      q47122g12.e00.gz

      q47122g13.e00.gz

      q47122g14.e00.gz

      q47122g21.e00.gz

      q47122g22.e00.gz

      q47122g31.e00.gz

      q47122g32.e00.gz

      q47122g33.e00.gz

      q47122g34.e00.gz

      q47122g42.e00.gz

      q47122g44.e00.gz

      q47122h11.e00.gz

      q47122h12.e00.gz

      q47122h13.e00.gz

      q47122h14.e00.gz

      q47122h21.e00.gz

      q47122h22.e00.gz

      q47122h23.e00.gz

      q47122h24.e00.gz

      q47122h32.e00.gz

      q47122h33.e00.gz

      q47122h34.e00.gz

      q48121a61.e00.gz

      q48121a71.e00.gz

      q48121a72.e00.gz

      q48121a73.e00.gz

      q48121a81.e00.gz

      q48121a82.e00.gz

      q48121a83.e00.gz

      q48121a84.e00.gz

      q48121b73.e00.gz

      q48121b83.e00.gz

      q48121b84.e00.gz

      q48122a11.e00.gz

      q48122a12.e00.gz

      q48122a13.e00.gz

      q48122a14.e00.gz

      q48122a22.e00.gz

      q48122a23.e00.gz

      q48122a24.e00.gz

      q48122b11.e00.gz

      q48122b12.e00.gz

      q48122b13.e00.gz

      q48122b14.e00.gz

      q48122b21.e00.gz

      q48122b22.e00.gz

      q48122b23.e00.gz

      q48122b24.e00.gz

      q48122c13.e00.gz

      q48122c14.e00.gz

      q48122c23.e00.gz

      q48122c24.e00.gz

    Raster_Object_Type:

      Full Feature Point Data (DEM) Delivered in Two Formats

      (1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad

 

      File List:

 

      q47121g71.xyz.gz

      q47121g81.xyz.gz

      q47121g82.xyz.gz

      q47121g83.xyz.gz

      q47121h71.xyz.gz

      q47121h73.xyz.gz

      q47121h81.xyz.gz

      q47121h82.xyz.gz

      q47121h83.xyz.gz

      q47121h84.xyz.gz

      q47122g11.xyz.gz

      q47122g12.xyz.gz

      q47122g13.xyz.gz

      q47122g14.xyz.gz

      q47122g21.xyz.gz

      q47122g22.xyz.gz

      q47122g31.xyz.gz

      q47122g32.xyz.gz

      q47122g33.xyz.gz

      q47122g34.xyz.gz

      q47122g42.xyz.gz

      q47122g44.xyz.gz

      q47122h11.xyz.gz

      q47122h12.xyz.gz

      q47122h13.xyz.gz

      q47122h14.xyz.gz

      q47122h21.xyz.gz

      q47122h22.xyz.gz

      q47122h23.xyz.gz

      q47122h24.xyz.gz

      q47122h32.xyz.gz

      q47122h33.xyz.gz

      q47122h34.xyz.gz

      q48121a61.xyz.gz

      q48121a71.xyz.gz

      q48121a72.xyz.gz

      q48121a73.xyz.gz

      q48121a81.xyz.gz

      q48121a82.xyz.gz

      q48121a83.xyz.gz

      q48121a84.xyz.gz

      q48121b73.xyz.gz

      q48121b83.xyz.gz

      q48121b84.xyz.gz

      q48122a11.xyz.gz

      q48122a12.xyz.gz

      q48122a13.xyz.gz

      q48122a14.xyz.gz

      q48122a22.xyz.gz

      q48122a23.xyz.gz

      q48122a24.xyz.gz

      q48122b11.xyz.gz

      q48122b12.xyz.gz

      q48122b13.xyz.gz

      q48122b14.xyz.gz

      q48122b21.xyz.gz

      q48122b22.xyz.gz

      q48122b23.xyz.gz

      q48122b24.xyz.gz

      q48122c13.xyz.gz

      q48122c14.xyz.gz

      q48122c23.xyz.gz

      q48122c24.xyz.gz

 

      (2) ArcInfo Exchange File Format (e00), with 3 foot grid spacing, gzipped by quarter quad

 

      File List:

 

      q47121g71.e00.gz

      q47121g81.e00.gz

      q47121g82.e00.gz

      q47121g83.e00.gz

      q47121h71.e00.gz

      q47121h73.e00.gz

      q47121h81.e00.gz

      q47121h82.e00.gz

      q47121h83.e00.gz

      q47121h84.e00.gz

      q47122g11.e00.gz

      q47122g12.e00.gz

      q47122g13.e00.gz

      q47122g14.e00.gz

      q47122g21.e00.gz

      q47122g22.e00.gz

      q47122g31.e00.gz

      q47122g32.e00.gz

      q47122g33.e00.gz

      q47122g34.e00.gz

      q47122g42.e00.gz

      q47122g44.e00.gz

      q47122h11.e00.gz

      q47122h12.e00.gz

      q47122h13.e00.gz

      q47122h14.e00.gz

      q47122h21.e00.gz

      q47122h22.e00.gz

      q47122h23.e00.gz

      q47122h24.e00.gz

      q47122h32.e00.gz

      q47122h33.e00.gz

      q47122h34.e00.gz

      q48121a61.e00.gz

      q48121a71.e00.gz

      q48121a72.e00.gz

      q48121a73.e00.gz

      q48121a81.e00.gz

      q48121a82.e00.gz

      q48121a83.e00.gz

      q48121a84.e00.gz

      q48121b73.e00.gz

      q48121b83.e00.gz

      q48121b84.e00.gz

      q48122a11.e00.gz

      q48122a12.e00.gz

      q48122a13.e00.gz

      q48122a14.e00.gz

      q48122a22.e00.gz

      q48122a23.e00.gz

      q48122a24.e00.gz

      q48122b11.e00.gz

      q48122b12.e00.gz

      q48122b13.e00.gz

      q48122b14.e00.gz

      q48122b21.e00.gz

      q48122b22.e00.gz

      q48122b23.e00.gz

      q48122b24.e00.gz

      q48122c13.e00.gz

      q48122c14.e00.gz

      q48122c23.e00.gz

      q48122c24.e00.gz

    Raster_Object_Type:

      Trajectory Files consisting of .shp, .dbf, .shx, .prj.  All files Gziped.

 

      File List:

 

      u605057a_spwn.dbf.gz

      u605057a_spwn.prj.gz

      u605057a_spwn.shp.gz

      u605057a_spwn.shx.gz

      u606084a_spwn.dbf.gz

      u606084a_spwn.prj.gz

      u606084a_spwn.shp.gz

      u606084a_spwn.shx.gz

      u606086a_spwn.dbf.gz

      u606086a_spwn.prj.gz

      u606086a_spwn.shp.gz

      u606086a_spwn.shx.gz

      u606089a_spwn.dbf.gz

      u606089a_spwn.prj.gz

      u606089a_spwn.shp.gz

      u606089a_spwn.shx.gz

      u606091a_spwn.dbf.gz

      u606091a_spwn.prj.gz

      u606091a_spwn.shp.gz

      u606091a_spwn.shx.gz

      u606097a_spwn.dbf.gz

      u606097a_spwn.prj.gz

      u606097a_spwn.shp.gz

      u606097a_spwn.shx.gz

      u606098a_spwn.dbf.gz

      u606098a_spwn.prj.gz

      u606098a_spwn.shp.gz

      u606098a_spwn.shx.gz

      u606101a_spwn.dbf.gz

      u606101a_spwn.prj.gz

      u606101a_spwn.shp.gz

      u606101a_spwn.shx.gz

      u705054a_spwn.dbf.gz

      u705054a_spwn.prj.gz

      u705054a_spwn.shp.gz

      u705054a_spwn.shx.gz

      u705055a_spwn.dbf.gz

      u705055a_spwn.prj.gz

      u705055a_spwn.shp.gz

      u705055a_spwn.shx.gz

      u705057a_spwn.dbf.gz

      u705057a_spwn.prj.gz

      u705057a_spwn.shp.gz

      u705057a_spwn.shx.gz

      u705058a_spwn.dbf.gz

      u705058a_spwn.shp.gz

      u705058a_spwn.shx.gz

 

Spatial_Reference_Information:

  Horizontal_Coordinate_System_Definition:

    Planar:

      Grid_Coordinate_System:

        State_Plane_Coordinate_System:

          SPCS_Zone_Identifier: 4601-Washington North

      Planar_Coordinate_Information:

        Planar_Coordinate_Encoding_Method: row and column

        Coordinate_Representation:

          Abscissa_Resolution: 3

          Ordinate_Resolution: 3

        Planar_Distance_Units: US Survey Foot

    Geodetic_Model:

      Horizontal_Datum_Name: North American Datum of 1983 (HPGN)

      Ellipsoid_Name: Geodetic Reference System 80

      Semi-major_Axis: 6378137.000000

      Denominator_of_Flattening_Ratio: 298.257222

  Vertical_Coordinate_System_Definition:

    Altitude_System_Definition:

      Altitude_Datum_Name: NAVD88 (GEOID03)

      Altitude_Distance_Units: US Survey Foot

Spatial_Reference_Information:

  Horizontal_Coordinate_System_Definition:

    Planar:

      Grid_Coordinate_System:

        State_Plane_Coordinate_System:

          SPCS_Zone_Identifier: 4601-Washington North

      Planar_Coordinate_Information:

        Planar_Coordinate_Encoding_Method: row and column

        Coordinate_Representation:

          Abscissa_Resolution: 6

          Ordinate_Resolution: 6

        Planar_Distance_Units: US Survey Foot

    Geodetic_Model:

      Horizontal_Datum_Name: North American Datum of 1983 (HPGN)

      Ellipsoid_Name: Geodetic Reference System 80

      Semi-major_Axis: 6378137.000000

      Denominator_of_Flattening_Ratio: 298.257222

  Vertical_Coordinate_System_Definition:

    Altitude_System_Definition:

      Altitude_Datum_Name: NAVD88 (GEOID03)

      Altitude_Distance_Units: US Survey Foot

Entity_and_Attribute_Information:

  Overview_Description:

    Entity_and_Attribute_Overview: There are no other attributes other than the elevation values and the encoded values for easting and northing coordinates. There are no attached attribute tables.

Distribution_Information:

  Distributor:

    Contact_Information:

      Contact_Organization_Primary:

        Contact_Organization: David Evans & Associates

Metadata_Reference_Information:

  Metadata_Date:

  Metadata_Contact:

    Contact_Information:

      Contact_Person_Primary:

        Contact_Person: Joe Sackett

        Contact_Organization: Terrapoint USA Inc

      Contact_Position: Sr. Data Analyst

      Contact_Address:

        Address_Type: mailing address

        Address:  25216 Grogans Park Drive

        City: The Woodlands

        State_or_Province: TX

        Postal_Code: 77380

        Country: USA

      Contact_Voice_Telephone: 281-363-8203

      Contact_Electronic_Mail_Address: joe.sackett@terrapoint.com

  Metadata_Standard_Name: FGDC Content Standards for Digital Geospatial Metadata

  Metadata_Standard_Version: FGDC-STD-001-1998

  Metadata_Time_Convention:  local time

  Metadata_Extensions:

    Online_Linkage: <http://www.esri.com/metadata/esriprof80.html>

    Profile_Name: ESRI Metadata Profile